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HomeMy WebLinkAbout3239 MAIN ST./RTE 6A(BARN.) • �� 3 9 `�'n.Q� �,,2� -- r s 62_0 t a r a s. j rt� . �u 1 N _ _ • �� 3p `��� :� IJ II{I 'Commonwealth of Massachusefts, -Sheet Mete Perolft Date- , 273, -1 �7 , J �s rrzat do :Cs� -30 WO 14o.. / II1S �1Jffiltta � ... ' N0. 4/ � :-. �,d�� 14 017 ; YES,: N V �A��. i ..ter. .. . Business ace'nse L l � , I._I Bs �s 1oratioz 1'rvwrty_43wner/�;rrb W0494 Wax�at�i�t MA- TelephQ=' '. Z � 1 3 _ Wephone.: 606 '7�-6, — 1/4 1 Z- 1'herta fID:iegtaiiec l i?py of�LD,,attached' S_✓ 'NO 71:I� stf ctecl license =res rioted wd Belli s 4to es or loss:=d,c,0nlMl�rcz�I ..Qs o e ti 1. 2;:4mily :Ivl-t-faxnzly CO ido:!fiowr�he:use flour , ers 1 � s e Retixiiustral ;rucatioa ` e, e t.:A -�a � 4��5 Institui al C tlicr s�kc�u=�t z��� ttEt.V,-AL L - � 1. e1, sang under 1 t1, 0{I sq .ft. ✓ $AjW metal*or `gyp� >oftip erect New Wort:. V l enov4ion:: RVAt MeW W rshed Roofing, Kiie .en l✓xkaa st System;. Metal Cie Vents Ahi Balancing—_ Pro ,de clwtleri ciescratr�o crr to l -done SZ tlA 7 .. ua....c«.. :w.:�- :iP»a+W13.ni a"eu:f d.f3' .z....t:,a.: ,_.s...:,.,;;t1 •s t+_. an<r .9 � .._� .. .�. ... .. {•yw.`�� t� r mmonwealth of MassachuseM Sheet Metal Permit Map 4f 1 I Parcel °.n`a0 Date: Permit Estimated'Job. ,Cost: '�!0000100 Permit Fee:S Plans Subn-toed S NO � Plans Reviewed: N(� ✓' Busiriess License I'Z` Applicant License a°I Busimss Information:- Property.0,Amer I job Location Information; Name: ?Usni Name: tkibL( FOLA jw it 3031 I"1�i C • Street. t 3239 ';�k`1`4 1W 57 �l� ��'.kl- i�(Z- street: �-l� �C,l� f A_W,>, ir'&i,� (�2 50 City/Town. W ,4 - City/l cm p �'� 7`Z- 1 �3 Telephone: `0y b -'7?-6 -7/4 12- Telephone- Pl%oto I J3 r:quired/Copy of Phato 4,D. attached: ✓ 1 44:!_ -unrestricted license o;2, /rvl-2:restr cted,w dwell ngs 3.stories>or less;and co mmercial up tq l Q,000 sq.,ft: 12-stories of less Residential: l-2.famaly - tvltx Residential: ti-fantyr. Condo 1 ToKrrilauses" Other Comm mercia . Office ✓ Rbtail Ihdust6ale Educational Fare Dept. Approval. , Institutional� bier. Sg iare gpfagea under 10,0£70.aq. ft..-✓ : over 1G,O00.sq.,ft. NurnberoUStoir ies:2- S,heet metal®vca' o�c cttnaieted New Work: ft.enavatiou: :l1VAC_ Metal Watershed Roofing, Kitchen Exhaust system. Metal Chimney/Vents' Air Balancing Pravide detailed description of work to be done: Town of Barnstable Regulatory Services Richard V.Scalf Director s63� ► Building Division. Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable-ma.us Office: 508-862-403 8 Fax: 509-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I ✓`� �� �� ,as Owner of the subject property hereby authorize to act on my behalf in all matters relative to work authorized by this building permit application for. HA- (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. AV Prnjure of Signature of Applicant Print Name Print Name Date QTORMS:OWNERPERMESIONPOOIS Town of Barnstable Regulatory Services Richard V.Scali,Director Building Division I I Paul Roma,Building Commissioner 03q. `�� 200 Main Street, Hyannis,MA 02601 CEO M www.town.barnstable.ma.us Office: 508-862-4038 /wxc90-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street vi e "HOMEOWNER": `� name home phone# work phone# CURRENT MAILING ADDRESS: \\ city/town st 0` zip code "The current exemption for"homeowners"was extended to' clude own -occu ed dwellin s of six units or less and to allow homeowners to engage an individual for hire who does n ssess a cense, ovided that the owner acts as su ervisor. DEFINIT O HOMEO R Person(s)who owns a parcel of land on which he/she residem ' ends to side,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to s-c use or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeo er. c `homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be re nsible\f all such work performed under the buildin ermit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility or co liance with a State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/s and tands the Town of B ble Building Department minimum inspection procedures and requirements and that he/she com y with said procedures and re ements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings taining 35,000,cubic feet or larger will be require to c ply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "An: homeowner performing work for which a building pe it' required shall be exempt from the provisions of this section J ection 109.1.1-Licensing of construction Supervisors); rov ded that if the homeowner engages a person(s)for hire to do:'uch work,that such Homeowner shall act as supervisor." Many homeowners who' se this exemption are unaware that they are assuming the resp sibilities of a supervisor (see Appendix Q,Rules&Regu tions for Licensing Construction Supervisors,Section 2.15) This ck.of awareness often results in serious problems,pa icularly when the homeowner hires unlicensed persons. In this cas our Board cannot proceed against the unlicensed erson as it would with a licensed Supervisor. The homeowner actin as Supervisor is ultimately responsible. To ensure that the hoomeowner is fully aware of his/her responsibilities,many communities r , re,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use to your community. Q:\WPFILES\FORMS\building permit fotms\EXPRESS.doc 06/20/16 li` TOWN OF BARNSTABLE,'BUILDING PERMIT APPLICATION Map Ci Parcel . tqZ Application # l� J o 7 r Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis �� Project Street Address Village �'A•� '11S`AC, Owner ?.3 AfA)AJ -�• ^Address Aa,6 _>-' 106 Telephone Permit Request 40417-21W 60 UZS/),Q6 S'10 M,2,�i_r t' ?013 8 '0 tryft4 Square feet: 1 st floor: existing i?,y 0 proposed �1'�'0 2nd floor: existing proposed f 2 G° Total new ZYuo Zoning District V/3`A Flood Plain Groundwater Overlay Project Valuation� auc, Construction Type loc cv0 Yb11A-Mf Lot Size 5,4 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family 0 Multi-Family(# units) i Age of Existing Structure 1000 s Historic House: ❑Yes ❑ No On Old King's Highway: kdYes ❑ No Basement Type: ❑ Full Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: A Gas ❑ Oil ❑ Electric ❑Other Central Air: &J'Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: rii iai ni\ir; nFRT Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ OCT 24 2016 Commercial 0 Yes ❑/No If yes, site plan review # TOWN OF BABNSTABLE Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) " Name ,�/� yr �� CJ2 G Telephone Number sV l7''gr aG Address License# es - G 70 g- (0, _rem-le°e Home Improvement Contractor# Email Cyr> �'� F' �'� �`'�-S�p ILAL Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE i FOR OFFICIAL USE ONLY ARPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME Sae P0691, ON 'b��s�►�ae+d. INSULATION /lg o!� FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH / FINAL �� FINAL BUILDING �e�`d`T� (IW(;r DATE CLOSED OUT ASSOCIATION PLAN NO. • 1 r ' r Town of Barnstable Regulatory Services ` Richard V.Scalia,Director Building Division. Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, G)Izba as Owner of the subject property hereby authorize 4"g(/Jn—ul2n (, to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. ignature of Signature of Applicant �lliG��J� sw)f y Print Name Print Dame Date QYORMS:OWNERPERhUSSIONPOOLS Town of Barnstable Regulatory Services i ak Richard V.Scali,Director Building Division `* 1BIARNMABM t Paul Roma,Building Commissio r �nsa e39. A 200 Main Street, Hyannis,MA 0 01 Ep www.town.barnstable.ma. s Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE NEMON Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name ho a phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to incl owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not posse a license,provided that the owner acts as supervisor. DEFINITION HOMEOWNER Person(s)who owns a parcel.of land on which he/she resides or' to to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to s h use d/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowne . Such' omeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be res o ble for all ch work performed under the buildingpermit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for c pliance with\arndre ding Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she unde ds the Town oBuilding Department minimum inspection procedures and requirements and that he/she will comply th said procedu \ments Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 3 ,000 cubic feet or larger will be reqith the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowne performing work for which a buil ired shall be exempt from the provisions of this section(Section 109. .1-Licensing of construction Suped t t if the homeowner engages a person(s)for hire to do such work,t at such Homeowner shall act as sup Many homeowners who use this exe tion are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Li ensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly whe the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it ould 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 this-issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc 06/20/16 LVSr 3 a 9;k a , ,T01N 't�E� 201200 �4, x a�aaE:rt$iABJ"Wil °` Issue Date 03/13/12 + 'fi t ��►�,, M-A n1 xtF1 �h� x! f' Applicant SWIF ;WILLIAM F I UM Perm � f Proposed Use: BANK:BUILpING ;f : ,.. Expire t Loeandn '3239 MAIN SM/RTE 6A(BARN) Zoning District VB APerrnit Type COMr7v1ERCIAL ADDITION AL AERATION Map Parcel 299Q20 Permit;Fee$ 2,593 50 Contactor SWIFT,WILL`IANI F Vxl'lage :. BARNST.ABLE. App...Fee$: 100,00 License Nurri 301'0 Est Construction,Cost$ 285,000 Remarks APPROVED PLANS MUST BE RETAINFD QNiJOB AND ADDITION TO EXITING BUILDING;SITE IIV OVMENTS AND HAN IQ-4ftjS CARD MUST BE'KEPT�FOSTED UNTIL`FINAL.:` RAMP _ INSPECTIONMA BEEN MADE WHERF A — --. -_ CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: 3239 MAIN.,LLC BUILDING SHALL NOT BE OCCUPII✓D UNTIL A FINAL Address: PO;'BOX 1Q8 INSPECTION:HAS BEEN MARE BARN STABLE,MA 92630 Appl+cation Entered by..; PR BTxilding Permit Issued B' sTT�I FI�RIvpT CbNYBXS NO"(UGTfC�*TO.00GUPY�pNY§frl�BBf?ALLSB agRv T �W�Ii�C OR A '�P�tTT ,REOP,T;ITI�ER TBIy1P0R;gRTbYpbR 13 NBN;I LIB B (�i OMC�{ N�I'S40 PI1�L Ct ROyy:B'�Yxk ,i'a�i.r �""i.,; ,...? ..a t s� b'4r.,,;:..,; : %:F 2u '!:"58+�, a-,.;:" � �:a vt t ,.� ,a � -<, g�� r,�v w,..d-„nm r 3• Nam„ `�fz. a5.�� 4 � SPFCcIFICvAI�I.Y;PI;RMTiTfiT)1JNDI;��v'fIBFBUI INGfG30D �M�l'JS'I'B$A P O�B13^BY 1�fE JURT T51 OTtS,T TO '%AL°L"I3�RA13 � ° .. d o�' `, ..�•. ;",��,: t, ,..: ;., ,• �":��t �2 ::;,. ' '. OQ'�A-1NBD PRO[vf TTTB`�SBP9RTM13NT OF PUBL7G'iWORKS;,r13E T U�A�NCB 0�PB T 1_I��kN T''RELBASI?•; �A ti.:2' � '�� 3-_ �"� xr a.rc �a��rr �'"�,'? �M 9 x�j 5`��'b` ;: - i MIN:lMUM OF FOUR:;CALL INSPECT.IONSR. EQUIRED FOR ALL CONSTRUCTION WORK: I FOUNDATION OR FOOTINGS .` 2 ALL FIREPLACES:'MUSTBE INSPECTED AT THE;THROAT LEVELBEFORE FIRST FLUE LINING ISJNSTALLED. 3.W.:IRING&PLUMBIN INSPECTIONS TO BE COMPLETED PRIOR TO FRA'IvIE INSPECTI GON. 4.PRIOR TO.COVERING STRUCTURAL MEIVIBERS'(READX:TO LATH) S..IN.SUL'AT:ION. 6,.RI'NAL INSPECTION BEFORE OCCUPANCY, WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS.< WORK SHALL NOT PROCEED UNTIL-THE INSPECTOR HAS:APPROVED THE VARIOUS STAGES OF.CONSTRUCTLON. PERMIT WILL BECOME NULL AN.D VOID.lF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX;MONT IS_OF; DATE - PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE.ACCESS.TO GUARANTY:FUND..(as set forth in MGL>:c I42A).. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL:INSPECTION APPROVALS ;. 1 1 1` 2 2 2 3 : 1 Beating Inspection Approvals Engineering Dept :.Fare Dept 2 Board of Health: k, TOWN OF BARNSTABLE ■ Id i n g 201308550 MRNSTABIX, " Issue Date: 12/13/13 Permit MAt�. � F 0 9+ ♦ Applicant: SWIFT WILLIAM F. '0l�D A Permit Number: B 20133124 Proposed Use: GENERAL OFFICE BUILDING Expiration Date: 06/12/14 Location 3239 MAIN SURTE 6A(BARN.) Zoning District VB-APerrnit Type: COMMERCIAL ADDITION ALTERATION f Map Parcel 299020 Permit Fee$ 2,593.50 Contractor SWIFT,WILLIAI:�s-=.-. - Village BARNSTABLE App Fee$ 100.00 License Num 3010 Est Construction Cost$ 285,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND fi ADDITION TO EXISTING BUILDING, SITE IMPROVEMENTS THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: 3239 MAIN LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 108 INSPECTION HAS BEEN MADE. BARNSTABLE,MA 02630 Application Entered by: PF Building Permit Issued By: Zi .—_.- Tms EERMTT CO?ZVGYS NO RIGH C TO OCCUPY ANYSTREET,.A[LEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PBRMANENTLY ENCROACHMENTS ON P LIC PROPERTY;NO p SFIiCIFICAI I Y`P-ERMITT$D'UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION: STREET OR:ALLEY-GRADES AS WELL AS DEPTH AND LOCATION OF P LIC SEWERS MAY BE I OBTAINED FROM THE DEPARTMENT OF 11116C WORKS.THE ISSUANCE OF THIS PERMIT DOESNOT:RELEASE THE.APPL[CANT FROM THE CONDITIONS OF ANY:APPLICA E SUBDMSION RESTRICTIONS: MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED, 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. s � ,PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF ' DATE THE PERMIT IS ISSUED AS NOTED ABOVE, ti `,PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). ` POST THIS CARD SO THAT BUILDING INSPECTION APPROVALS �- PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS yx 1 +! : v a 3 fi}. y � x h`'' 1 Heahng4rInspection Approvals " . - YEngineidng Dept � Fire Dept - 2 >Board of Health s^ ors'.. .$t, " ° } • z' nI '}, t Town of Barnstable Building • Post This Card So That it is Vls�ble From therStreet'=Approved Plans Must be Retained on Job and this Card Must be Kept Posted • BAEiA'9rtABL6, ' a ,an ..,,ua 4 a a'::r,. 'w .. AIR �$ Untit,Fina)Ins ection Has Been Made Mst" IWhere a Certif�cateof Occupancy:s Required,such Building shall;Not be Occupied until a Final Inspection has been made �e�' it er .. .. Permit No. B-16-3091 Applicant Name: DAVID A SAURO Approvals Date Issued: 10/31/2016 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial. Expiration Date: 04/30/2017 Foundation: Location: 3239 MAIN ST./RTE 6A(BARN.),BARNSTABLE Map/Lot: 299-020 Zoning District: VB-A Sheathing: Owner on Record: 3239 MAIN LLC Contractor Name: DAVID A SAURO Framing: 1 Address: PO BOX 108 - Contractor License`GCS-072866 2 BARNSTABLE, MA 02630 Est'Project Cost: $285 000.00 Chimney: Description: creating 2 floors of office space , Permit Fee: $100.00 r Insulation: Project Review Req: creating 2 floors of office space- Fee Paid:' $100.00 Date 10/31/2016 10/31/2016 Final: Plumbing/Gas l - Rough Plumbing: aBuildin Official g Final Plumbing: P /'3' 17 This permit shall be deemed abandoned and invalid unless the work"authorized by this permit is commenced within six months after issuance. All work authorized b this permit shall conform to the approved application 1 and the a roved construction documents for whicWthis permit has been ranted. Rough Gas: Y P PPPP � P g All construction,alterations and changes of use of any building and structures shall'be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open,for public inspection for the entire duration of Co the work until the completion of the same. r -•-- - t' Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provide this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Rough: 4K Y oZ /7-ie/v 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: -4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough �f_ lW 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: jo13/JJ7 Fo eirck All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT °Ft"ET°wy Town of Barnstable TARNS ABLE. = Building Department-200 Main Street 9. Hyannis, MA 02601 ATfn MPS° Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-16-3091 CO Issue Date: 11/8/2017 Parcel ID: 299-020 Zoning Classification: VB-A Location: 3239 MAIN ST./RTE 6A(BARN.), Proposed Use: B: Office, prof. or service-type BARNSTABLE transactions Name of Tenant: Sprinklers Provided: NO Gen Contractor: DAVID A SAURO Permit Type: Commercial - Business Type of Construction: VB: Any building material permitted by code Design Occupant Load: 24 Comments: CAPE AND ISLAND DISTRICT ATTORNY. WEST SIDE OF BUILDING. I Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition Of Massachusetts: 'The Construction Testing P'eopleT 1VN P'g t. NSTABCE -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7766(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date_ _12_.02, 201.6_ Report Distribution Copy Job Number 20344 Project / 3239 Main St. , Barnstable, MA Contractor Cape Cod Consturction Services Concrete CO. Fuccillo ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 23 1/2 SET 1 LOCATION: west wall Sit m In. 4 1 2 - IZ8 a % s ArB K 8t� �8tA %� 3 Ag@ s v toad [- a IgGtUEA Air Temp. F. 43 Nq, .. s. !n)...... (sq..in,} Condition Gas�4 € x Tssted *Pays< (Ibs,}, (p } tType Conc Temp F 70 K935 4.00 x 8.00 12.57 Good 12/02/16 12/09/16 7 30,500 2,430 1 Truck No. 70 K936 4.00 x 8.00 12.57 Good 12/02/16 12/16/16 14 41,000 3,260 1 Ticket No. K937 4 x 8 12.57 Good 12/02/16 12/30/16 28 Time 9:55 K938 4 x 8 12.57 Good 12/02/16 12/30/16 28 Unit Wt Ibs/cu ft K939 4 x 8 12.57 Good 12/02/16 12/30/16 28 Air Content(%) GENERAL REMARKS: A20Rb n�,✓ v� re'e,K'bi as' x ,s,� ��hs '"x:t �. n a� �r�„*Pa'a� af DLIt ih. Pd. � .ia �aq�z, Im6 g �., David Boyce No Min Day 13 Hr(s) REVIEWED BY: Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on columnar vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is XX [26 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports®utsofmass.com for more information. � f Massac'f Use tt ' 'Tfe Construction`Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12-02-2 016 Report No. 1 Distribution Copy Job Number 20344 Project 3239 Main St. , Barnstable, MA Contractor Cape Cod Consturction Services Concrete Co. Fuccillo CC: Cape Cod Consturction Services David Sauro Cape Cod Construction Services Matthew Clark Town of Barnstable Bob McKechnie Owner Will Swift Mcinnes Consulting Ltd Shawn Mcinnes z . Of Massachuisetts 'The C4nstlruction Testing'P, P.Wo Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 12-02-2016 Report No. 1 Distribution Copy Job Number 20344 Project 3239 Main St., Barnstable, MA Contractor Cape Cod Consturction Services Concrete Co. FUCcillo FIELD SUMMARY REPORT Total Pour: Foundation Walls: North and west Method of Placement: ®Pump ❑Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer Field ® Other Placement Protection: ❑Thermal Blankets ® Heat ❑ None ❑ Other Slump Specification(in.) 3 to 5 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 12-02-2016 Report No. 1 Job Number 20344 Project 3239 Main St. , Barnstable, MA Attachment Of Mcamhusefft hu. "The COt'>sS$t ucfi*n cresting e� Page# DAILY REPORT OF CONCRETE POUR PROJECT NAME: 39�1 bP'�wn S+. (3�/�SF���� PROJECT NO.: DATE:. ' AIR TEMP.:i? TOTAL YARDS: ZI LOCATION OF POUR: ,F0vnJ.tiv- Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No. of Truck# Inches In Out Minutes Temp. Air Cylinders -70 71 I F INSPECTOR: REMARKS: 7a�X 5�Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 Cape Cod Insulation Inc CAPE C O D Keith Presswood 18 Reardon Circle INSULATION S Yarmouth,MA 02664 IFed®® fI81AOMf3 3/AM1133f..!DRAT fbl1M fU31[NOEb Tel:508 7751.21.4 RATtf bow kf IMULAxwN cuu"I 1-a.00-s9s-ss11 www.capecodinsulation.com keithpresswood@capecodinsulation.com To: Barnstable Building Department Re: 3239 Main Street, Barnstable Ceilings: R-38 Supreme Cellulose Walls: R-21 CertainTeed Fiberglass Floor: R-30 Knauf Fiberglass .. { 01,S4 f it�a f•«1 . �3�a��imrnea.Ar..ra.ra 1�._ 4xa�aau-.loz+MSals I U •G WV E- AGRI BALANCE� O&D Company Name CAPE COD INSULATION Phone Number 1-800-696-6611 Jose Espinel Installation Date 08-27-2017 Jobsite Address 3239 Main Street, Barnstable A-Side Lot WsPA86001691 Permit Number B-Side Lot#'s P3246016617 Wiffli y i First floor Rim 5 W R-24 250 square feet 5%" R-24 250 square feet Basement Rim ��ao� � � i i • v��% ... !s�dos �O.'�,.. s. _,c3'�� x,,/�g �y�,.� '� m ®/ 7 /i: Blazelok TBX Basement Rim 27 mils wet 13 mils dry www.Demilec.com 919VISM0 JO 0,0i 49DEMILEC Final Construction Control Document To be submitted at completion of construction by a z Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Renovations to the Building of 3239 LLC Date: 10/26/17 J �: Property Address: 3239 Main Street,Barnstable,MA Project: Check(x)one or both as applicable: X New construction Existing Construction Project description:Approximately 61'x 30'two story addition _ _ I Shawn Maclnnes MA Registration Number: 41328 Expiration date: 6/30/2018 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': X Architectural X Structural X Mechanical X Fire Protection X Electrical Other: for the above named project. I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis.To the best of my knowledge, information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: I. Have reviewed,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. _,—Nothing in this document relieves the contractor of its responsibility regarding the provisions 0 qez SHAWN Enter in the space to the right a"wet"or MdGI N CIVviL electronic signature and seal: 9No.413280 O 4 !ST Phone number: 508-274-2091 Email: spawn@macinnesconsulting.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 TOWN OF B-ARNSTABLE '7.."+q'ceKe*e�--y n') f.3 �i � ter �4. V Final Construction Control Document To be submitted at completion of construction by a W Registered Design Professional for work per the 8th edition of the �l °1 7- Massachusetts State Building Code, 780 CMR, Section 107 Nov Og row/v®, 848/vs'f Project Title: District Attorney's Office Date:November 6,2017 Permit No. Property Address: 3239 Main St. Barnstable,MA Project: Check(x)one or both as applicable: New construction [X] Existing Construction Project description: Addition and alterations to existing office building I, Louis F.Giampietro MA Registration Number: 4929 Expiration date: 31 August 2018 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [XI Architectural Structural Mechanical Fire Protection Electrical Other: Describe for the above named project. 1,or my designee,have performed the necessary professional services and was present at the construction site on a'regular and periodic basis. To the best of my knowledge, information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. ` Enter in the space to the right a"wet"or electronic signature and seal: 44 15 Phone number: 508-540-7400 Email: fred@giampietroarchitects.col Building Official Use Only A Building Official Name: Permit No.: Date: Version 06 11 2013 t Initial Construction Control Document y To be submitted with the building permit application by a d Registered Design Professional for work per the 81h edition of the ��M Svo Massachusetts State Building Code, 780 CMR, Section 107 BUILDING [KEPT. Project Title: Renovations to the Building of 3239 LLC Date: 11/30/16 Property Address: 3239 Main Street, Barnstable,MA DEC 0 8 2016 TOWN OF BARNS TABLE Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: Approximately 61' x 30' two story addition I Shawn Maclnnes MA Registration Number: 41328 Expiration date: 6/30/2018 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: X Architectural X Structural X Mechanical X Fire Protection X Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Cont cument'. �VSN OF q Enter in the space to the right a"wet",or SHAW �� SHAWacINN ES NN electronic signature and seal: CIVIL No.41328 Q- c /8 ERA AS8/0 N A L ECG\ Phone number: 508-274-2091 Email: shawn@macinnesconsulting.com I Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other' is chosen, provide a description. Version 06 11 2013 Initial Construction Control Document To be submitted with the building permit application by a m d Registered Design Professional for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, SedT%g1,1�b07 SJO l/va QE�T Project Title: Renovations to the Building of 3239 LLC Date: 11/30/16 rO�vNoF D�C 0(9 ®16 Property Address: 3239 Main Street,Barnstable,MA B'gl�j� Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: Approximately 61' x 30' two story addition I Shawn Machines MA Registration Number: 41328 Expiration date: 6/30/2018 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': X Architectural X Structural X Mechanical X Fire Protection X Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Constru dr ,Ceh@y cument'. SHAWN o MacINNES Enter in the space to the right a"wet"or civic " electronic signature and seal: No.41328 w IF-9- 8/0NAL Phone number: 508-274-2091 Email: shawn@macinnesconsulting.com Building Official Use Only [Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other' is chosen, provide a description. Version 06 11 2013 AP Cod Conkruction Serices 1F3 teen}1ar�e• centerufle{ma.• 02632 • telephone 8 fax(508) 778 08 December 5, 2016 SUBMITTAL To: Barnstable Building Department Inspector Robert McKechnie Re: 3239 Main Street Barnstable, MA 02630 Addition and Alterations Submittal of Initial Construction Control Document Attached is specifications for Initial Construction Control Document from Engineer Shawn MacInnes for addition and alterations at 3239 Main Street, Barnstable. If you have any questions,please do not hesitate to contact me. Respectfully submitted, David Sauro 774-487-2206 BUILDING DEpT DEC 0 8 2016 TOWN OF BARNS7TABLE 0M .C.a pw a a December 5, 2016 SUBMITTAL To: Barnstable Building Department Inspector Robert McKechnie Re: 3239:Main Street Barnstable,MA'02630 Addition and Alterations Submittal of Initial Construction Control Document Attached is specifications for Initial Constructionr Control Document from Eng neer:Shawn:MacInnes for addition and alterations at 3239 Main Street, Barnstable. If you have any questions,please do not hesitate to contact me. Respectfully submitted, David Sauro 774-48.7-2206 .....I 1. 1. - -, I.....1.111"'... I . � I --....-.�� I " I� 1, 1'1,�.-. . 1.11, 11 � I ......... . 11 . I - --I. I � ......I.. . -��I�. 1. -I'� , .. . --,.-,.1 ..-..I..� �.. � �� I.. . 11 11 I I 11 I ' '. ... -, -',1. I � I I - -11 II I I I I"I 11 ..,.�. - . ..''......- �---. ' ..---.--- - � - -- -... .I.-- 1. I .... ''.,.. "," I 1-1-1-11.11 - I 1.111-F ..- 11 I .... .::: ::. . .� I.- �. 11 I .- -...... - � . I- . �I � I-- -- -1 11.1 I -......--. . � � I . � 11 - . .. I - .. .. . , I � . . I I -..... ......-I 1.I I I .-1 .111 .11 I I.....- 1. I I I I ... .- .1 .1 I -� - 11 -� - . . - . .- -.1 11.1.1.11. � - ................- , ". . - I ,, . ... I 11 � I 11.1. ..I I 1-. I � : . - I . I I .. .... .�. ..I......I.. 1.-I �.. . . I-I 1,I .... .. I . �� .... �W,:.:.::.::: ::,:..., ............ .., . I , . I .. 11. . ... - I . . Initial Construction Iontrol Document u To be submitted with the building permit application.by a d Registered Msign Professional I. II for work per the 8�':edition of theII Y a Massachusetts State Building Code; 780 CMR, Section 107 Project Title:"Renovations to the Building of 3239.LLC DatII.e: 1 T/30/16 Prope Address 323:9_Main iStreet,_Barnstable,IVIA X . Project: Check(x)one or both as applicable:X New construction Existing ConstrucI.tion Project description:Approximately 6I' x 30' wo story addition 1 II..�-....:....I .:I:..I ..:..1...,.....I-.....I..1I1:..I,...1.II-::.:,....:.1,�11'-.:..,::I:..�,1 Shawn'`Iylaclnnes,MA>Registrafion Number:41328` Expiration date: 6/3Q/2018` am a registered design professional, and f haV6 prepared or directly;supervised the preparation of all design plans,computations and specificattons>:: concerning' I. 1. . XArchitectural X Structural ' X'Mechanical XFiie Protection X Electrical Other: for the above named project and that to the 6:est of n y knowledge nformation,and belief such plans,comput,a tons and specifications meet the.applicable provisions of the vlassachusetts ate Building;Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and aaree that I(or my.desgnee)shall perform the neces"sary professional services and be present on the consfruction site on d:regular and periodic basis to: 1. Review,for conformance to this code and the design concept,,shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents.; 2. Perform the duties forregistered design professionals in 780 CMR Chapter 17;as applicable 3 Be present at intervals appropriate t thesta e of construction to become;`generally familiar with the progress and quality of the work and to determine ifth6 mork i being performed in a manner consistent with the approved: construction documents.and.this code. Noth-ing'in this document relieves the:contractor of its responsibility regarding the.provisions of 780 CMR 107. When required by the build11.ing official,I shall submit field/progress reports(see item 3 );together with perfincn1.t comments, m a form acceptafi.'le to th'e building official. . ..:.; Upon completion of the work,I sha11 submitaao the building offcial�a`Final Construction Con meat'. ti .. z�`'�, SHAW}V �� Enter In the space to the nght a"wet"or © lacltVNt=s ', . electronic signature and seal " cwi� "' No.41328 � SS�OhtAl �— I. P,hone nuinber:,508 274 2091:.i Email: shawnAmaciniiesconsulting.corn BuildmgII Official Use Only_..: Building Official Name Permit No::; 11.Date: 1. 1Vote i.IndicaI.te witfi1."an`x'1.;project design plans,computations and spectf1.cations that you prepared or directly supervised.it`other1. 'is chosen, Provide a description. 1. Version U6 1 l 2013 �1FIE TOWN OF BARNSTABLE BARNSTABLE, : BUILDING DEPARTMENT MASS. $ '!1�$�t! r- r r APPLICATION FOR CERTIFICATEVOCC�UPANOW Date Building permit application number 4 "Z6 " v�0 s'Irfi77A, map/par -2 9 96 Address of structure OZ37 A141I? S/1, 1,142XIS71�d 64 Area of structure C.O. will be issued to w 2,4100 b Name of Tenant C 4/©,1 i x S Z4jV-G �(71 fL/G7J /4 i rrlr�lt,7/� Edition of Building Code Use and Occupancy Classification . QAeIG4 Type of Construction L)C)oo f�✓'1L Design Occupant Load �o/S Is the facility licensed by a State agency Yes 1z No If Yes C&WAIt U A A44 O C4 A4 M If yes, name of agency C,,,Aroj a ZS L4 'Vlsl�vla 'f try, Relevant Code of MA Regulations (CMR)that apply E'r-as1.* F'0=—)W-j 7 gb C^12 Automatic Sprinkler System Sprinklers provided? Yes ® No EO Sprinklers required? Yes ® No Building Department artment Use only Special Conditions: 1APEST .5 13kA=LDs,aj C. Ga G) c Scw/�i m c46 T 1111dT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 0 Application t) 10!! 6 Health Division Date Issued / 3-/3 P Conservation Division Application Fee Planning Dept. Permit Fee , Date Definitive Plan Approved by Planning Board ��zr Historic - OKH _ Preservation/ Hyannis )FIc7-13 Project Street Address Village 1311 tm.5 7f 9 Owner 3,?,. g /"'lAj,,Q LLC_, Address /06_4vx/08; 6A-ed'J, Telephone c)663 v Permit Request . 061770 0 a 46/S 710-6 4 U1 KAZV6T S/tY Z114X QV/Y/`t/ 1� 5 Square feet: 1 st floor: existing uloproposed d 2nd floor: existing goo proposed 1110 Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ��o00-- Construction Type bard X/ZcpM j9 Lot Size >v,9 Grandfathered: LJ Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) . Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: mull W,Crawl ❑Walkout tid Other i�/A L_ / s- h ) Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) C7 --r Number of Baths: Full: existing new Half: existing never CD Number of Bedrooms: existing _new -� .72* Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 0 Gas ❑ Oil ❑ Electric ❑ Other , Central Air: bli Yes ❑ No Fireplaces: Existing New Existing wood/foal stovb❑Yew ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial Q,Yes ❑ No If yes, site plan review # JrA G Z,-0 F /Z_ Current Use Proposed Use APPLICANT INFORMATION. (BUILDER OR HOMEOWNER) Name s&JJ/57 Telephone Number ;!06 ZU-79/Z LP00 Address to 6 License # adl d s U(3, I- � O Z, �0 Home Improvement Contractor# Em • o ai ® �G S(,y►/s��CU�tC�Q /Vaorker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO / L&216� SIGNATURE DATE pv FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE r OWNER DATE OF INSPECTION: _.FOUNDATION y FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT. 1 • ASSOCIATION PLAN NO. l A PROJECT NAME: ADDRESS: PERMIT# 0o S�b PERMIT DATE: M/P: LARGE ROLLED PLANS .ARE ENT: B® ! SLOT Data entered in MAPS program on: l Z �36- \� 3 BY: 1�j�[� d' e.�-vrv� 2d �� c' lReu� �� � �/L 'P " TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION gq Map r Parcel O O �*� Application # r C Health Division Date Issued Conservation Division �'�'.�, �6' Application Fee Planning Dept. 'ypS Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 3?,3 Cz , Village z6A _VS7�� L / Owner ?Z ,39 Address Telephone 6 - 91 /7 11 Permit Request G ar? (_*r Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing U.new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number -7_2 zl- Address License # e��- C, Home Improvement Contractor# Email USAL-'l o%'cs 15? Worker's Compensation # llZe IZ� 5.9-0i.1_0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Jo FOR OFFICIAL USE ONLY 4 - APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Job Truss Truss Type Qty Ply SHEPLEY/BARNSTABLEMORDAN 633541 401 VALLEY 1 1 Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005,Jordan 7.250 s Sep 12010 MiTek Industries,Inc. Mon Jan 09 08:19:13 2012 Page 1 ID:NGodHHbgKmePe14NOAeLbrmWlyQ-P3 PPgyH_h 4Ox4GGYN1mH$VmXg8mBTgYosZWac9 11-5-10 22-11-4 11-5-10 11-5-10 4x4= PRELIMINARY PLOT ONLY Scale=1:38.0 4.00 F12 3 1.5x4 II 13 14 1.Sx4 II 12 2 4 15 11 16 17 10 5 1 n U U 3x6% g 8 7 6 3x6 1.5x4 11 1.5x4 11 3x6= 1.5x4 11 22-11.4 22-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC OA8 Vert(LL) n/a - n/a 999 MT20 169/123 (Roof Snow=30.0). Lumber Increase 1.15 BC 0.34 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 5 n/a n/a BCLL 0.0 ' Code IBC2009/TPI2007 (Matra) Weight:57 lb FT=0% BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SPF 1650F 1.5E*Except* pudins. 132:2 X 4 SPF-S No-2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF-S No.2 MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=269/22-11-4 (min.0-4-3),5=269/22-11-4 (min.0-4-3),8=184/22-11-4 (min.04-3),9=696/22-11-4 (min.0-4-3), 6=696/22-11-4 (min.0-4-3) Max Horz 1=89(LC 6) Max Upliftl=-142(LC 8),5-148(LC 9),9=-446(LC 6),6=-447(LC 7) Max Grav1=269(LC 1),5=269(LC 1),8=194(LC 2),9=753(LC 2),6=753(LC 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-10=86/68,10-11=-43/68,11-12=32/79,2-12=30/84,2-13=98/175,3-13=-65/189,3-14=-66/180, 4-14=-98/166,4-15=0/86,15-16=0/67,16-17=9/23,5-17=-84/22 BOT CHORD 1-9=0/82,8-9=0/82,7-8=0/82,6-7=0/82,5-6=0/82 WEBS 3-8=176/109,2-9=575/471,4-6=584/477 NOTES (9) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opst BCDL=6.Opst h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise) gable end zone and C-C Exterior(2)0-10-13 to 3-10-13,Interior(1)3-10-13 to 8-5-10,Extedor(2)8-5-10 to 11-5-10, Interior(1)14-5-10 to 19-0-7 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. .4)Gable requires continuous bottom chord bearing_ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 142 lb uplift at joint 1, ' 148 lb uplift at joint 5,446 lb uplift at joint 9 and 447 lb uplift at joint 6. ,8)This truss is designed in accordance with the 2009 Intemational Building Code section 2306.1 and referenced; standard ANSI/TP11. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SHEPLEY/BARNSTABLE/JORDAN 633541 402 VALLEY 1 1 Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005,Jordan 7.250 s Sep 12010 Mi fek Industries,Inc. Mon Jan 09 08:19:21 2012 Page 1 ID:NGodHHbgKmePel4NOAeLbnzWlyQ-AcTR5P2168 xM9hokDWv9TdZW K80QjeWoyHr2zx9 8-" 17-47 2 8-8-6 8-8-6 Scale=1:28.2 Us= PRELIMINARY PLOT ONLY 4.00 F12 3 1.5x4 II 1213 1415 16 1.5x4 II 2 11 4 10 17 1 n 5 U on 3x4 5 9 a 7 6 3x4 1.5x4 11 3x6= 1.5x4 11 1.5x4 11 17-4-12 17-4-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.28 Vert(LL) n/a - n/a 999 MT20 169/123 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.12 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IBC2009/TP12007 (Matra) Weight:37 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc BOT CHORD 2 X 4 SPF-S No.2 purlins. OTHERS 2 X 4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=1 5311 7-4-1 2. (min.0-3-2),5=153117-4-12 (min.0-3-2),7=369/17-4-12 (min.0-3-2),9=442/174-12 (min.0-3-2), 6=442/17-4-12 (min.0-3-2) Max Horz 1=66(LC 6) Max Upliftl=-75(LC 8),5=-81(LC 9),7-111(LC 6),9=-290(LC 6),6=-290(LC 7) Max Grav1=153(LC 1),5=153(LC 1),7=369(LC 1),9=480(LC 2),6=480(LC 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-1O=59/43,2-10=36/51,2-1l=78/113,11-12=-65/113,12-13=-41/116,3-13=18/126, 3-14=-18/124,14-15=-41/114,15-16=-65/111,4-16=78/111,4-17=-6/42,5-17=59/13 BOT CHORD 1-9=0/56,8-9=0/56,7-8=0/56,6-7=0/56,5-6=0/56 WEBS 3-7=-301/221,2-9=-378/321,4-6=-378/321 NOTES (9) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise) gable end zone and C-C Exterior(2)0-10-13 to 3-10-13,Interior(1)3-10-13 to 548 6,Exterior(2)5-8-6 to 8-8-6, Interior(1)11-"to 13-5-15 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow toads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 75 lb uplift at joint 1,81 lb uplift at joint 5,111 lb uplift at joint 7,290 lb uplift at joint 9 and 290 lb uplift at joint 6. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1_ 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard 1 Job Truss Truss Type Qty Ply SHEPLEYIBARNSTABLEMORDAN 633541 403 VALLEY 1 1 Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005,Jordan 7.250 s Sep 12010 MTek Industries,Inc. Mon Jan 09 08:19:17 2012 Page 1 ID:NGodHHbgKmePel4NOAeLbnzWlyQ-HrDwF1?o2vUWEYN1VNSz?dSt4Nxv4aU2bA 3iHWW 5-2-6 10-4-12 5-2-6 5-2-6 PRELIMINARY PLOT ONLY Scale=1:16.8 4x8= 4.00 V2 2 7 6 -- 5 8 3 Li 4 3x4 1.5x4 If 3x4 10-4-12 10-4-12 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.31 Vert(LL) n/a - n/a 999 MT20 1691123 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.13 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matra) Weight:22 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SPF 1650F 1.5E purlins. OTHERS 2 X 4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=170/10-4-12 (min.0-1-8),3=170/10-4-12 (min.0-1-8),4=520/10-4-12 (min.0-1-8) Max Horz 1=36(1-C 7) Max Upliftl=99(LC 8),3=103(LC 9),4=240(LC 8) Max Grav 1=181(LC 2),3=181(LC 3),4=520(LC 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-5=-75/50,5-6=7/53,2-6=0/59,2-7=0/59,7-8=-7/53,3-8=75/50 BOT CHORD 1-4=0/26,3-4=0/26 WEBS 2-4=-370/389 NOTES (9) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL-ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3'-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 99 lb uplift at joint 1, 103 lb uplift at joint 3 and 240 lb uplift at joint 4. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard c Job Truss Truss Type Qty Ply SHEPLEY/BARNSTABLE/JORDAN 633541 004 GESTR 1 1 Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005,Jordan 7.250 s Sep 12010 MTek Industries,Inc. Mon Jan 09 08:17:26 2012 Page 1 I D:NGodHHbgKmePel4NOAeLbnzW1 yQ-1 UOzy4fABoVG3UOiUZyx?DM mldvmal8j3PbhJDac9Y 1-0-8 4 1-8 9-7-2 15-10-8 1 0-8 3 1-0 5-5-10 6-3-6 7.00 12 4x4= Scale=1:39.9 Us 2 PRELIMINARY PLOT ONLY 1 1 3 Sx6 3.50112 \ 18 1.5x4Le 4 19 MA 5 to 0 4x4= 8 7 s 3x8 I I 2x4 113x8= 4x4= 11, -0 8, 7-10-2 14-10-8 15 10$ 1-0-8' . 6-9-10 7-0-6 Plate Offsets 5:0-3-6 0-0-9, 5:0-0-11 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.85 Vert(LL) 0.14 5-6 >999 240 MT20 1691123 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.79 Vert(TL) -0.26 5-6 >704 180 TCDL 10.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.03 5 n/a n/a BCLL 0.0 Code IBC2009/TP12007 (Matrix) Weight:75 lb FT=0% BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc T3:2 X 4 SPF 1650F 1.5E purlins, except end verticals. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing. WEBS 2 X 4 SPF-S No.2 MiTek recommends that Stabilizers and required OTHERS 2 X 4 SPF-S No.2 cross bracing be installed during truss erection,in WEDGE accordance with Stabilizer Installation guide. Right:2 X 4 SPF-S No.2 REACTIONS (lb/size) 8=775/0-5.8 (min.0-1-8),5=77510-5-8 (min.0-1-8) Max Horz 8=-315(LC 6) Max Upli t8=409(LC 8),5=-465(LC 7) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=178/85,2-3=-233/101,3-18=-13111762,4-18=1394754,4-19=1715/1032,5-19=1773/1020, 1-8=-746/331 BOT CHORD 7-8=0/333,6-7=-89/684,5-6=894/1647 WEBS 2-7=-189/135,3-7=-834/531,3-6=515/815,4-6=-535/604,1-7=281/627 NOTES (10) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf,h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise) gable end zone and C-C Exterior(2)0-1-12 to 4-1-8,Interior(1)4-1-8 to 12-7-12,Exterior(2)12-7-12 to 15-7-12 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Mi fek"Standard Gable End Detair 3)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 409 lb uplift at joint 8 and 465 lb uplift at joint 5. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SHEPLEY/BARNSTABLE/JORDAN 633541 005 GESTR 1 1 Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005,Jordan 7.250 s Sep 12010 MTek Industries,Inc. Mon Jan 09 08:17:32 2012 Page 1 ID:NGodHHbgKmePel4N0AeLbnzWlyQ-seNFD7kwmeFPnPrtrg3LFUogQ2zw wVbSK20VAmc9YH 6-10-8 13-0-0 19-1-8 24-0-8 27-11-8 6-10-8 6-1-8 6-1-8 411-0 3-11-0 4x10= Scale=1:60.1 3 PRELIMINARY PLOT ONLY 7.00 F12 38 39 40 1.5x4 \\ 37 5x6 2 4 36 3.50 Lt2 41 _ 35 5x6 5 42 4x8 1 i 6 ' to I o 3x8 10 43 9 44 8 7 3x10 II 3x10 11 4x4= 4x6= 4x4 11 5x6= a O 0 8-10-0 16-5-4 24-M 1 26-11-8 27-11r8 0 0 7-10-0 7-7-4 7-7-4 2-11-0 1-0-0 Plate Offsets 1:0-0-4 1-0-4 1:0-2-3 0-1-8, 5:0-2-4,0-3-0, 6:0-6-6,0-1-8 LOADING (psf) SPACING 240-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.71 Vert(LL) 0.31 7-8 >999 240 MT20 169/123 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.74 Vert(TL) -0.57 7-8 >578 180 TCDL 10.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.07 6 n/a n/a BCLL 0.0 ` Code IBC20091TPI2007 (Matrix) Weight:159 lb FT=0% BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc T3:2 X 4 SPF-S No.2 purlins. BOT CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 7-3-4 oc bracing. WEBS 2 X 4 SPF-S No.2 MTek recommends that Stabilizers and requi7in OTHERS 2 X 4 SPF-S No.2 cross bracing be installed during truss erectio WEDGE accordance with Stabilizer Installation guide. Left 2 X 6 SPF 165OF 1.5E,Right:2 X 4 SPF-S No.2 REACTIONS (Ib/size) 6=1440/0-5-8 (min.0-2-4),1=1452/0-5-8 (min.0-2-4) Max Horz 1=-462(LC 6) Max Upffft6=553(1-C 9),1=-550(LC 8) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-35=2387/951,35-36=2258/951,2-36=-2145/973,2-37=-2142/1000,37-38=2016/1015, 3-38=1917/1033,3-39=2101/1044,39-40=2105/1026,4-40=2231/1020,4-41=-4370/1964, 5-41=-4435/1947,5-02=3763/1552,6-42=3833/1546 BOT CHORD 1-10=-678/1938,10-43=335/1388,9-43=335/1388,9-44=335/1388,8 44=335/1388, 748=800/2236,6-7=1427/3618 WEBS 2-1O=508/414,3-1O=346/810,3-8=-406/1080,4-8=773/513,4-7=921/1984,5-7=1363/741 NOTES (12) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf,BCDL=6.Opsf h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise) gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 10-0-0,Exterior(2)10-0-0 to 13-0-0, Interior(l)16-0-0 to 24-0-8,Exterior(2)24-8-12 to 27-8-12 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MTek"Standard Gable End Detail" 3)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)The solid section of the plate is required to be placed over the splice line at joint(s)3. 6)Plate(s)at joint(s)3 checked for a plus or minus 2 degree rotation about its center. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 553 lb uplift at joint 6 and 550 lb uplift at joint 1. 11)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSIfrPI 1. Continued on page 2 ' 1 Job Truss Truss Type Qty Pty SHEPLEY/BARNSTABLEMORDAN 633541 005 GESTR 1 1 Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005,Jordan 7.250 s Sep 12010 MiTek Industries,Inc. Mon Jan 09 08:17:32 2012 Page 2 ID:NGodHHbqKmePet4NOAeLbrmWlyQ-seNED7kwffieFPnPrrrq3LFUoqQ2z%k_wVbSK20VVtzx9YI- 12)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss Truss Type Oty Pty SHEPLEY/BARNSTABLE/JORDAN 633541 006 COMMON 2 1 Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005,Jordan 7.250 s Sep 12010 MTek Industries,Inc. Mon Jan 09 08:17:37 2012 Page 1 I D:NGod HHbgKmePel4NOAeLbnzWlyQ-DbB7Gm3bBuitAkpeNtWyXJg93g5fBlKbdnC4ar9Y 6 10 8 13-0-0 19-1-8 24-0-8 27-11-8 6-10 8 6-1-8 6-1-8 4-11-0 3-11-0 4x10= Scale=1:60.1 3 PRELIMINARY PLOT ONLY 7.00 12 14 15 16 1.5x4 \\ 13 5x6 2 4 12 3.50 L12 17 11 5x6 5 18 4x8 � 1 6 �qIQ ED Li Iq 0to 0 3x8� 10 19 9 20 8 7 3x10 11 3x10 11 4x4= 44= 4x4 11 5x6= a-0-0 8-10-0 16-5-4 2440-8 26 11-8 27-11r8 0- 7-10-0 7-7-4 7-7-4 2-11-0 -0-0 Plate Offsets 1:0-0-4,1-0-4, 1:0-2-3,0-1-8 5:0-24,0-3-0 6:0-6-6 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.71 Vert(LL) 0.31 7-8 >999 240 MT20 169/123 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.74 Vert(TL) -0.57 7-8 >578 180 TCDL 10.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight:119 Ib FT=O% LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E-Excepit` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc T3:2 X 4 SPF-S No.2 pudins. BOT CHORD 2 X 6 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 7-3-4 oc bracing. WEBS 2 X 4 SPF-S No.2 MTek recommends that Stabilizers and required WEDGE cross bracing be installed during truss erection,in Left:2 X 6 SPF 165OF 1.5E,Right:2 X 4 SPF-S No.2 accordance with Stabilizer Installation guide. REACTIONS (lb/size) 6=1440/0-5-8 (min.0-24),1=1452/0-5-8 (min.0-2-4) Max Horz 1=-462(LC 6) Max Uplift6=-553(LC 9),1=550(LC 8) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-11=-2387/951,11-12=2258/951,2-12=2145/973,2-13=214211000,13-14--2016/1015, 3-14=1917/1033,3-15=2101/1044,15-16=2105/1026,4-16=2231/1020,4-17=4370/1964, 5-17=-4435/1947,5-18=3763/1552,6-18=3833/1546 BOT CHORD 1-10=-678/1938,10-19=335/1388,9-19=335/1388,9-20=335/1388,8-20=335/1388, 7-8=800/2236,6-7=-1427/3618 WEBS 2-10=508/414,3-10=-346/810,3-8=-406/1080,4-8=773/513,4-7=-921/1984,5-7=1363f741 NOTES (10) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf,BCDL=6.Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise) gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 10-0-0,Exterior(2)10-0-0 to 13-0-0, Interior(1)16-0-0 to 2440-8,Exterior(2)24-&12 to 27-&12 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)The solid section of the plate is required to be placed over the splice line at joint(s)3. 5)Plate(s)at joint(s)3 checked for a plus or minus 2 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 553 lb uplift at joint 6 and 550 lb uplift at joint 1. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANS11TPI 1. 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SHEPLEYBARNSTABLE/JORDAN 633541 007 COMMON 13 1 Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005,Jordan 7.250 s Sep 12010 MiTek Industries,Inc. Mon Jan 09 08:17:47 2012 Page 1 ID:NGodHHbgKmePe14NOAeLbnzWlyQ-wWnvMGvLEF8H4jVkDUgtMejOb55N?r=uAAIYVzx9Y 6-10-8 13-0-0 19-1-8 24-0-8 26-11-8 6-10-8 6-1-8 6-1-8 4 11-0 2-11-0 4x8= Scale=1:58.9 3 PRELIMINARY PLOT ONLY 7.00 12 14 15 1.5x4 13 16 4x4 2 4 " 12 .ry 17 4x0 12 18 11 5 1 6 `O 1 3x8 10 9 19 8 7 6x6= 3x10 II 4x4= 4x6= 4x4= 3x6= -0 8-10-0 16-54 2440-8 26-11 8 -0-0 7-10-0 7-74 7-74 2-11-0 Plate Offsets : 1:0-04 1-0-4, 1.0-2-3 0-1-8 6:Ed a 0-2-13 LOADING (psf) SPACING 240-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.71 Vert(LL) 0.20 7-8 >999 240 MT20 169/123 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.68 Vert(TL) -0.37 7-8 >871 180 TCDL 10.0 _ Rep Stress Incr YES WB 0.57 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matra) Weight:116 Ib FT=O% LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E*Except* TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc T3:2 X 4 SPF-S No.2 purlins: ` BOT CHORD 2 X 6 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-"oc bracing, WEBS 2 X 4 SPF-S No.2 Except: WEDGE 8-3-13 oc bracing:6-7. Left:2 X 6 SPF 165OF 1.5E MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 6=1402/Mechanical,1=1410/0-5-8 (min.0-2-3) Max Horz 1=-462(LC 6) Max Uplift6=541(LC 9),1=537(LC 8) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-11=2309/918,11-12=2179/919,2-12=2066/940,2-13=2064/967,13-14=1937/983, 3-14=1839/1001,3-15=1946/982,15-16=1951/964,4-16=2075/958,4-17=3309/1569, 17-18=3415/1551,5-18=-3464/1544,5-6=3101/1247 BOT CHORD 1-1 0=-644/1870,9-1O=300/1314,9-19=-300/1314,8-19=300/1314,7-8=-713/2031,6-7=110612843 WEBS 2-10=500/414,3-10=-349/814,3-8=349/941,4-8=-654/464,4-7=-639/1173,5-7=-842/569 NOTES. (9) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf,BCDL=6.Opsf;h=35ft;Cat.11;Exp Q enclosed;MWFRS(low-rise) gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 10-0-0,Exterior(2)10-0-0 to 13-0-0, Interior(1)1640-0 to 24-0-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24)-0 wide will fit between the bottom chord and any other members,with BCDL=I O.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 541 lb uplift at joint 6 and 537 lb uplift at joint 1. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss Truss Type Qty Pty SHEPLEY/BARNSTABLE/JORDAN 633541 008 COMMON 3 1 Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005,Jordan 7.250 s Sep 12010 Mi fek Industries,Inc. Mon Jan 09 08:18:56 2012 Page 1 ID:NGodHHbgKmePel4NOAeLbnzWlyQ•PoS__rsld SrUsJG?mTZ21B460vgLgzbymP05S?ar9 6 8-12 13-0-0 19-3-4 26-0-0 6 8 12 6 34 6 3� 6-8-12 — 4x8= Scale=1:56.8 PRELIMINARY PLOT ONLY 3 7.00 12 12 13 11 14 1.5x4\\ 1.5x4 102 4 15 16 9 5 1 ,n Iy o � 3x8-58 17 7 18 6 3x8 3x10 11 4x4= 4x6= 4x4= 3x10 11 �0 q 9-0-15 16-11-1 25-M 26-0-0 1-0-0 8-0-15 7-10-3 B-0-15 -0-0 Plate Offsets 1:0-2-3 0-1-8 1:0-0-4 1-0-4 5:0-2-3,0-1-8, 5:0-0-4 1-0-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.65 Vert(LL) -0.12 6-8 >999 240 MT20 169/123 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.56 Vert(TL) -0.19 1-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.05 5 n/a n/a BCLL 0.0 ' Code IBC2009frP12007 (Matra) Weight:108 lb FT=0% BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 4-4 8 oc BOT CHORD 2 X 6 SPF 165OF 1.5E purlins. WEBS 2 X 4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MTek recommends that Stabilizers and required Left:2 X 6 SPF 1650F 1.5E,Right:2 X 6 SPF 1650F 1.5E cross bracing be installed during truss erection,in [accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=135110-5-8 (min.0-2-2),5=1351/0-5-8 (min.0-2-2) Max Horz 1=-452(LC 6) Max Upliift1=518(LC 8),5=518(LC 9) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-9=2200/880,9-10=2075/880,2-10=1963/901,2-11=1923/892,11-12=1795/909, 3-12=1788/927,3-13=1788/927,13-14=1795/909,4-14=1923/892,4-15=1963/901, 15-16=2075/880,5-16=2200/880 BOT CHORD 1-8=-620/1780,8-17=263/1211,7-17=263/1211,7-18=263/1211,6-18=263/1211,5-6=620/1780 WEBS 3-0=-323/790,4-6=-492/417,3-8=323/790,2-8=-492/417 NOTES, (10) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise) gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 10-0-0,Exterior(2)10-0-0 to 13-0-0, Interior(1)16-0-0 to 22-9-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct-1.1 3)Unbalanced snow loads have been considered for this design. 4)The solid section of the plate is required to be placed over the splice line at joint(s)3. 5)Plate(s)at joint(s)3 checked for a plus or minus 2 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 240-0 wide will fit between the bottom chord and any other members,with BCDL=I O.Opsf_ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 518 lb uplift at joint 1 and 518 lb uplift at joint 5_ 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SHEPLEY/BARNSTABLEMORDAN 633541 009 GESI 1 1 Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005,Jordan 7.250 s Sep 12010 M7ek Industries,Inc. Mon Jan 09 08:19:03 2012 Page 1 ID:NGodHHbgKmePe14NOAeLbrmMy4h8NeJFgOLqVCOJLgRBhRgtXCkB?oD7 N bKC5�c9W5 13.0-0 26-0-0 13-0-0 13-M 4x4= Scale=1:58.5 PRELIMINARY PLOT ONLY 1.5x4 II 7 1.5x4 II 7.00 12 1.5x4 I f 27 6 8 28 1.5x4 11 1.5x4 II 5 9 1.5x4 II 1.5x4 II 26 4 10 29 1.5x4 II 3 11 11 1.5x4 11 1.5x4 11 2 I 12 un 1 I [1 ( 13 o 3x4= 3x4= 25 24 23 22 21 20 19 18 17 16 15 14 4x6= 26-0-0 26-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.08 Vert(LL) n/a - n/a 999 MT20 169/123 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.05 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 13 n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight:125 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 6 SPF 1650F 1.5E purlins. OTHERS 2 X 4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=138/26-0-0 (min.0.4-1),13=138/26-0-0 (min.0-4-1),19=170/26-0-0 (min.0-4-1), 21=199/26-0-0 (min.0-4-1),22=198/26-0-0 (min.0-4-1),23=209/26-0-0 (min.0-4-1), 24=161/26-0-0 (min.0-4-1),25=309/26-0-0 (min.0-4-1),18=199/26-0-0 (min.0-4-1), 17=198/26-0-0 (min.0-4-1),16=209/26-0-0 (min.0-4-1),15=161/26-0-0 (min.0-4-1), 14=309/26-0-0 (min.0-4-1) Max Horz 1=-452(LC 6) Max Upliftl=-76(LC 6),13=14(LC 7),21=99(LC 7),22=107(LC 9),23=112(LC 8),24=-129(LC 8), 25=251(LC 8),18=-90(LC 6),17=106(LC 8),16=-112(LC 9),15=129(LC 9),14=-252(LC 9) Max Grav1=146(LC 7),13=138(LC 1), 19=182(LC 9),21=279(LC 2),22=232(LC 2),23=209(LC 1), 24=162(LC 2),25=309(LC 1),18=279(LC 3),17=232(LC 3), 16=209(LC 1),15=162(LC 3), 14=309(LC 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-365/237,2-3=272/222,3-26=206/209,4-26=200/215,4-5=133/205,5-27=-86/203, 6-27=55/209,6-7=91/296,7-8=91/296,8-28=31/209,9-28=-86/203,9-10=72/129,10-29=75/90, 11-29=81/84,11-12=147/97,12-13=240/113 BOT CHORD 1-25-96/248,24-25=96/248,23-24=96/248,22-23=96/248,21-22=96/248,20-21=961248, 19-20=96/248,18-19=-96/248,17-18=-96/248,16-17=96/248,15-16=96/248,14-15=96/248, 13-14=96/248 WEBS 7-19=-158/0,6-21=-238/150,5-22=-194/154,4-23=164/145,3-24=144/165,2-25=213/245, 8-18=-238/150,9-17=-194/154,10-16=164/145,11-15=144/165,12-14=213/245 NOTES (12) 1)Wind:ASCE 7-05;120mph;TCDL=6.0psf;BCDL=6.Opsf,h=35ft;Cat.11;Exp C;enclosed;MWFRS(tow-rise) gable end zone and C-C Exterior(2)0-M to 3-0-0,Interior(1)3-0-0 to 10-0-0,Extedor(2)10-0-0 to 13-0-0, Interior(1)16-D-0 to 23-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. &n9ablepuds s aTd at 2-0-0 oc. n Inue on age Job Truss Truss Type Qty Ply SHE PLEY/BARNSTABLE/JORDAN 633541 010 COMMON 2 1 D_PMT E125993_12/2/2011 2:19:16 PM Job Reference o tional Boise Structural Solutions,Biddeford,ME 04005,Jordan 7.250 s Sep 12010 MiTek Industries,Inc. Mon Jan 09 08:19:03 2012 Page 2 ID:NGodHHbgKmePel4NOAeLbnzWlyC-h8NeJFqOLqVCOJLgRBhRgtYTki3jaGCLN..bKC5zx9W. Job Truss Truss Type Qty Ply rD HEPLEY/BARNSTABLE/JORDAN 633541 010 COMMON 2 1 _PMT_E125993_12/2/20112:19:16 PM ob Reference o al, Boise Structural Solutions,Biddeford,ME 04005,Jordan 7.250 s Sep 12010 MTek Industries,Inc. Mon Jan 09 08:09:27 2012 Page 1 ID:NGodHHbgKmePei4NOAeLbnzWlyQ-ZKatQlsi d9E5tGexTsc5Cov1YNzAhCwN3r Uzx9r 7-5-5 14-2-0 20.10-11 28-" 7-5-5 6$11 6-8-11 7-5-5 Scale=1:48.6 5x6= PRELIMINARY PLOT ONLY 4.00 12 3 12 13 1.5x4 x\ 14 1.5x4 11 4 10 2 15 Ui 9 16 5 1 1 8 7 6 3x8= 3x8— 4x4= 3x6= 4x4= 3x8 11 3x8 11 1-2-12 284-0 1-0-01, 9-104 18512 27-14 _2719 0_� r-0 p 8.7-8 8.7-8 8-7-8 0 2 0.2-12 1-00 Plate Offsets 1:0-0-5 0-0-1 , 1:0-0-10,Ed e] [5:0-0-5,0-0-1],[5:0-0-10,Edge1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.88 Vert(LL) 0.26 1-8 >999 240 MT20 169/123 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.96 Vert(TL) -0.60 1-8 >555 180 TCDL 10.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.14 5 n/a n/a BCDL 10.0 * Code IBC2009/TPI2007 (Matrix) Weight:97 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SYP 270OF 2.2E TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc SOT CHORD 2 X 4 SPF 1650F 1.5E purlins. WEBS 2 X 4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 5-7-10 oc bracing. WEDGE MTek recommends that Stabilizers and required Left:2 X 4 SPF-S No.2,Right:2 X 4 SPF-S No.2 cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1=1394/0-5-8 (min.0-2-3),5=1394/0-5-8 (min.0-2-3) Max Horz 1=121(LC 6) Max Upliftl=-675(LC 6),5=-675(LC 7) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-9=3308/1587,9-10=3247/1587,2-10=3157/1603,2-11=2874/1407,11-12=2783/1418, 3-12=2776/1430,3-13=2776/1430,13-14=2783/1418,4-14=2874/1407,4-15=-3157/1603, 15-16=3247/1587,5-16=3308/1587 BOT CHORD 1-8=1516/3064,748=890/2083,6-7=890/2083,5-0=1404/3064 WEBS 3-6=-416/925,4-6=-694/577,3-8=-415/925,2-8=-694/577 NOTES (8) 1)Wind:ASCE 7-05;120mph;TCDL=6.0psf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise) gable end zone and C-C Extenor(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 11-2-0,Exterior(2)11-2-0 to 14-2-0, Interior(1)17-2-0 to 25-1-4 zone;cantilever left and right exposed:C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct-1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 675 lb uplift at joint 1 and 675 lb uplift at joint 5. 7)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SHEPLEYBARNSTABLENORDAN 633541 011 GIRDER 1 D MGMT El25993_12/2/2011 2:19:21 PM Job Reference (optional) Boise Structural Solutions,Biddeford,ME 04005,Jordan 7.250 s Sep 12010 MiTek Industries,Inc. Mon Jan 09 08:09:46 2012 Page 1 ID:NGodHHbgKmePel4NOAeLbnzWlyQ-N D3Po5dWTYXtoDHYyi4MC19CCxHo8Y71g9L 7-10-15 14-2-0 20-5-1 27-4-0 7-10-15 6-3-1 6-3-1 6-10-15 Scale:1/4"=1' 6x8— PRELIMINARY PLOT ONLY 4.00 12 3 1.5x4 1.5x4 2 10 11 4 12 i 9 6xl6 5 1Ll Lllei 0 13 14 15 16 8 17 18 19 7 20 621 22 23 24 25 5x10 11 8xl0 MT20H= 5xl4 11 8x10 MT20H-- 1 0 0 9-8-9 18-2-5 274-0 1-0-0 8-8-9 8-5-13 9-1-11 Plate Offsets X, 1:0-8-0,Ed a 6:0-7-12,0-2-0, 8:0-7-4,0-1-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.89 Vert(LL) 0.39 6-8 >824 240 MT20 169/123 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.65 Vert(TL) -0.72 68 >449 180 MT20H 148/108 TCDL 10.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.10 5 n/a n/a BCDL 10.0 Code IBC2009f PI2007 (Matrix) Weight:497 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SYP 270OF 2.2E*Except* TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc T2:2 X 4 SPF 2100F 1.8E purlins. BOT CHORD 2 X 10 SYP M 23 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF-S No.2*Except* W2:2 X 4 SYP No.2 REACTIONS (lb/size) 5=10913/0-5-8 (min.0-3-0),1=9795/0-5-8 (min.0-2-11) Max Horz 1=115(LC 6) Max Uplift5=-4650(LC 6),1=-4195(LC 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-9=24098/10270,2-9=23976/10283,2-10=23642/10056,3-10=23497110077,3-11=21754/9267, 4-11=2182219245,4-12=21739/9326,5-12=21880/9312 BOT CHORD 1-13=9800/22884,13-14=9800/22884,14-15=9800/22884,15-16=9800/22884, 8-16=9800/22884,8-17=-6265/15058,17-18=-6265/15058,18-19=6265/15058,7-19=-6265/15058, 7-20=6265/15058,6-20=-6265/15058,6.21=-8643/20465,21-22=-8643/20465,22-23=-8643/20465, 23-24=8643/2(3465,24-25=-8643/20465,5-25=-8643/20465 WEBS 2-8=-929/667,3-8=-4459/10510,3-6=-3571/8495,4-6=-115/540 NOTES (12) 1)3-ply truss to be connected together with 10d(0.148"x3')nails as follows: Top chords connected as follows:2 X 4-1 row at 0-4-0 oc. Bottom chords connected as follows:2 X 10-4 rows at 0-4-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.0psf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise) gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 5)Unbalanced snow loads have been considered for this design. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 240-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4650 lb uplift at joint 5 and 4195 lb uplift at joint 1. 10)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSUTPI 1. Continued on page 2 Job Truss Truss Type Qty Ply SHEPLEY/BARNSTABLEMORDAN 633541 011 GIRDER 1 D_MGMT_E125993_12/2/2011 2:19:21 PM Job Reference (optional) Boise Structural Solutions,Biddeford,ME 04005,Jordan 7.250 s Sep 12010 MiTek Industries,Inc. Mon Jan 09 08:09:46 2012 Page 2 ID:NGodHHbgKniePel4NOAeLbrmWly4V_D3Po5dWTYXtoDHYyi4MC19CCAlo8Y?lq9 NOTES (12) 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1386 lb down and 580 lb up at 2-6-0,1386 lb down and 5801b up at 4-6-0,1386 lb down and 580 lb up at 6-&0,1386 lb down and 580 lb up at 8-6-0,1386 lb down and 580 lb up at 10-6-0, 1386 lb down and 580 lb up at 12-6-0,1386 lb down and 580 lb up at 14-",1386 lb down and 580 lb up at 16-&0,1386 lb down and 580 lb up at 18-6-0,1386 lb down and 580 lb up at 20-&0,1386 lb down and 580 lb up at 22-6-0,and 1386 lb down and 580 lb up at 24-6-0,and 1386 lb down and 580 lb up at 26-6-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pff) Vert:1-3=80,3-5=-80,1-5=20 Concentrated Loads(lb) Vert:13=1386(B)14=1386(B)15=1386(B)16=1386(B)17=-1386(B)18=1386(B)19=1386(B)20=1386(B)21=1386(B)22=1386(13) 23=-1386(B)24=-1386(B)25=-1386(B) Ili Job Truss Truss Type Qty Ply SHEPLEYBARNSTABLEMORDAN 633541 012 PORCH 1 1 Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005,Jordan 7.250 s Sep 12010 MTek Industries,Inc. Mon Jan 09 08:19:09 2012 Page 1 ID:NGodHHbqKmePet4NDAeLbrmWlyQ-WlvZ]wrrwSUewJmVlil5gx7Mi92sCueWaeQUxSWtr 1-0 8 4-1-8 0 6 9-7-2 15-10-8 1 0-8 3-1- 5-5 10 3 6 7.00 12 4x4= Scale=1:39.9 3x6 2 PRELIMINARY PLOT ONLY 1 3 5x6 3.50112 9 1.5x4 4 10 1 5 Iv 0 6 4x4= 8 7 4x4= 3x8 11 2x4 113x8- Ill 0 8, 7-10-2 14-10-8 15 10$ 1-08 6910 74)6 10-0 Plate Offsets Q 0: [5:0-3-6.0-0-9L I5:0-0-11,Ed e LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefi Ud PLATES GRIP TOLL 30.0 Plates Increase 1.15 TC 0.85 Vert(LL) 0.14 5-0 >999 240 MT20 1691123 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.79 Vert(TL) -0.26 5-6 >704 180 TCDL 10.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.03 5 n/a n/a 4 BCDL 10.0 Code IBC2009/TPI2007 (Matra) Weight:63 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2'Except TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc T3:2 X 4 SPF 1650F 1.5E purlins, except end verticals. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing. WEBS 2 X 4 SPF-S No.2 MTek recommends that Stabilizers and required WEDGE cross bracing be installed during truss erection,in Right 2 X 4 SPF-S No.2 accordance with Stabilizer Installation guide. REACTIONS (lb/size) 8=775/0-5-8 (min.0-1-8),5=775/0-5-8 (min.0-1-8) Max Horz 8=-315(LC 6) Max UpliR8=-409(LC 8),5=-465(LC 7) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=178/85,2-3=-233/101,3-9-1311/762,4-9=-1394/754,4-10=-1715/1032,5-10=-1773/1020, 1-8=-746/331 BOT CHORD 7-8=0/333,6-7=-89/684,5-6=894/1647 WEBS' 2-7=189/135,3-7=834/531,3-6=515/815,4-6=-535/604, 1-7=281/627 NOTES (8) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsfi h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise) gable end zone and C-C Exterior(2)0-1-12 to 4-1-8,Interior(1)4-1-8 to 12-7-12,Exterior(2)12-7-12 to 15-7-12 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pt=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`,This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 409 lb uplift at joint 8 and 465 lb uplift at joint 5. 7)This truss is designed in accordance with the 2009 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Massachusetts Department of Environmental Protection Bureau of Waste Prevention • Air Quality 1100141314 WP AQ 06 Decal Number Notification Prior to Construction or Demolition Important: Applicability When filling out pp y forms on the computer,use only the tab key A Construction or Demolition operation of an industrial, commercial, or institutional building, or to move your residential building with 20 or more units is regulated by the Department of Environmental Protection cursor-do not use the return (DEP), Bureau of Waste Prevention -Air Quality Control Regulations 310 CMR 7.09. Notification of Ivey. Construction or Demolition operations is required under 310 CMR 7.09 (2)ten (10)days prior to any work being performed. The following information is required pursuant to 310 CMR 7.09. ::e term � B. General Project Description 1. a. Is this facility fee exempt-city, town, district, municipal housing authority, owner-occupied Instructions residence of four units or less?❑✓ Yes ❑ No 1.All sections of b. Provide blanket decal number if applicable:this form must be Blanket Decal Number completed in order to comply will,the 2. Facility Information: Department of 3239 MAIN LLC Environmental Protection a. Name notification 12239 MAIN STREET requirements of i,.Address 310 CMR 7.03 3 arnstable MA 02630 c,City/Town d.State e.Zi Code (508)726-7412 wcswift@comcast.net i. fclephone Number area code and extension .E-mail Address(optional) .2,400 2 i,. Size of Facility in Square Feet i.Number of Floors Was the facility built prior to 1980? ❑✓ Yes ❑ No Describe the current or prior use of the facility: C FFICE/RETAIL is the facility a residential facility? ❑ Yes ❑✓ No --='o .n. If yes, how many units? Number of Units _0 3. '.icility Owner: ---_�N ,,39 MAIN LLC o Marne =p J 4BOX 108 — -_ !`address "w A R N STABLE MA 02630 -co C.ily/Town d.State e.Zin Code M`: 0 08) 726-7412 wcswift@comcast.net _= cloohone Number area code and extension .E-mail Address(optional) =U )NE Q )nsite Manager Name • 10/02 BWP AQ 06•Page 1 of 3 Utah Beach - Wikipedia, the free encyclopedia Page 1 of 1 ti Utah Beach From Wikipedia,the free encyclopedia Utah Beach was the code name for the right flank, or westernmost, of the Allied landing beaches Utah Beach during.the D-Day invasion of Normandy, as part of Part of Normandy Landings Operation Overlord on 6 June 1944. Utah was added to the invasion plan toward the end of the W 7:w r4_44- planning stages,when more landing craft became available. Utah Beach, about 3 miles (5 km) long, was the westernmost of the five landing beaches, located between 1ouppeville and the village of La Madeleivx ,t.il which became the right flank anchorx of the allied offensive along the left bank(western bank) of the Douve River estuary. 2 The German sector cocle was W5. Despite be i gig su bstantially off course, the US 4th Infantry I)ivision (part of VII corps) landed with U.S.soldiers landing on Utah Beach relative 1 Y I i ttie resistance, in stark contrast to Omaha Beach, where the fighting was fierce. Date 6 June 1944 —� Location Pouppeville, La Madeleine,Manche, in France Con i cntS Result Allied victory Belligerents n 1 Pla n of attack a 2 D-Day k United States ® Germany a 3 Success Commanders and leaders w 4 Notable people on Utah Beach u S See also Raymond O. ®,Karl-Wilhelm von 6 Re I c rences Barton Schlieben v 7 External links V Theodore ® Dietrich Kraiss Roosevelt Jr Strength Plan of a t tn e k 32,000 Unknown ___, — ----- The landing Casualties and losses - '� was planned 200 Unknown in four - 4ry waves. The first consisted of 20 Higgins boats or LCVPs each carrying a 30- r man assault team from the 8th Infantry Regiment. The 10 craft on the right were to land on Tare Green Beach opposite the strong-point at les Dunes de Varreville. The 10 craft on the left were intended for Uncle Red Beach, 1,000 yards (900 m) farther south. The entire operation was timed against the touchdown of http://en: ilipecli;1.org/wiki/Utah_Beach 1/17/2012 ►1/1a=sachusetts Department of Environmental Protection Qu" ,au of Waste Prevention - Air Quality 100141314 -h � B =f P AQ 06 Decal Number No,�F ication Prior to Construction or Demolition General B. 1 L neral Sla'ternc nf: l; Project Description (cont.) ast>esios is found during a Conshuclion-Jr 4 ',aneral Contractor: peiatiuo" o ion,all LLIAM SWIFT operat response le;..;ru ^Jes ame must co: i .,th -) BOX 108 31,1CAll, 7.u;, �cldress 7;;9,7.'S,an.i _ Cr,apbii lF;.!the ',RNSTABLE rMA 02630 Gwnoc;l I aw[:of ,ilv/Town ' d.State e.Zip Code the Come ion•..;alth. "38)726-7412 This wound mffaude, de hone Number area code and extension .E-mail Address(optional) bul woul,i not,;e Gr,ritu,i i. hiiir :an LLIAM SWIFT asl;>!al re„ .ai )n site Manager Name n(-!. I ., the D: ., 7 it d/or a: 'li• of r"' `';' ',re"' )f C ;cneral Construction or Demolition Description rc,,, in :,0a ha7ill. , subs! rto e ,nstruction or demolition contractor: Depu n ;. LLIAM SWIFT ,tnme BOX 108 \!dress INSTABLE MA 02630 ,ol /Town d.State e.Zip Code 8) 726-7412 wcswift@comcast.net ,lephone Number(area code and extension) g.E-mail Address(optional) ,_LIAM SWIFT ui=site Manager Name ?_. -Site Supervisor: L_LIAM SWIFT `3ite Supervisor Name 3. ;,)e entire facility to be demolished? ❑ Yes ✓❑ No — _ � 4. scribe the area(s)to be demolished: O '„OLITION OF EXISTING 1 1/2 STORY 22X16 ELL _=—O 5. Ns is a construction project, describe the building(s) or addition(s)to be constructed: - oIriON OF A TWO STORY 24X38 STRUCTURE o r: 10102 BWP AQ 06-Page 2 of 3 Utah Beac h - \V i k ipedia, the free encyclopedia Page 5 of 5 4. "J;ii et6 le premier Am6ricain a d6barquer sur les plages(I was the first Am6PWgiv4teslAicShitl*l'10'35'w beaches)" (hrtp://www.chapitre.com/CHAPITRE/fr/PRESS//vsd-n-874-du-02-06-1994,7078408.aspx)(in French). 1%,S'D magazine(no. 864): 64-70. June 2, 1994. http://www.chapitre.com/CHAPITR.E/fr/PRESS//vsd -n-S 7-,I-cl a-O'-06-1994,7078408.aspx. Extern a I 1 inks ■ :I murican D-Day: Omaha Beach, Utah Beach &Pointe du Hoc (I i i r p://\-vww.americandday.org) ■ ULih I?each American Memorial (http://www.abmc.gov/memorials/memorials/ut.php) on the American Battle Monuments Commission web site n D-D,iy : Etat des Lieux : Utah Beach (http://www.6juinl944.com/assaut/utah/en_index.php) ■ Utah Beach song (http://chansons.normandes.free.fr/utah.html) Memorial song written by l)a n i c 113ourdeles. Bilingual lyrics. Retrievecl (rorn http:Hen.wikipedia.org/w/index.php?title=Utah_Beach&oldid=465306757" Categories: Operation Overlord I Operation Neptune I Military history of Normandy World I I operations and battles of Europe I Battles and operations of World War II Battles of�VorIcl War II involving Germany I Battles of World War II involving the United States ■ This p�i­e was last modified on 11 December 2011 at 16:46. ii Text.is miLi'llable under the Creative Commons Attribution-ShareAlike License; additional terms m�i.v al)plY. See Terms of use for details. W i k i cd W " is a registered trademark of the Wikimedia Foundation, Inc., a non-profit Organir.�ili�>n. http://eii.wiki ped 1 a.org/wiki/Utah_Beach 1/17/2012 [OL, sachusetts Department of Environmental Protection ■ L Iu of Waste Prevention • Air Quality 100141314 L E V P AQ O Decal Number Y ' N( If icGation Prior to Construction or Demolition C. ,cneral Construction or Demolition Description (cont.) E; ;!. s is a demolition project, were the structure(s) surveyed for the presence of asbestos to 'ing material (ACM)? Yes ❑✓ No ��S' who conducted the survey? ur Na e I)I-,is-on of Occupational Safety Certification Number 02/15/2012 10/25/2012 i -�;,r.iction or Demolition: a.Start Date(mmlddlyyyy) b.End Date(mm/dd/yyyy) 8. ; molition and construction projects, indicate dust suppression techniques to be used: J;ng ❑ paving �Aetting ❑ shrouding b. If other, please specify: c:wering ❑ other I ,rgency Demolition Operations, who is the DEP official who evaluated the emergency? C)[:-:P Official iiNm/dd/ of Authorization .'.,iver Number D. ;c. tification - (,• !)at I have examined the IWILLIAM SWIFT _—o ci that to the best of my a.Print Name --__—_ o e it is true and complete. WILLIAM SWIFT ,lure below subjects the b.Authorized Signature =N t,) the general statutes CONTRACTOR/OWNER a false and misleading c.Positioni I Me --_ a. ` :(s) 3239 MAIN LLC - d.Re resentin - 01/19/2012 _- e.Date(mm/dd/yyyy) :3qC- ;')/02 BWP AQ 06•Page 3 of 3 ■ Utah Beach - W i I;i peel ia, the free encyclopedia Page 4 of 5 ■ DD tanks: Nearly all of these swimming tanks made the beach, because they were launched 1Na I f a s f,!r out as at Omaha and were able to steer into the current more effectively to avoid s\.vam 1)1 n i s the rough seas. ■ i\/I is-kind i nos: Because most of the invasion force landed opposite Exit 2, this one was the most used; other exits were more heavily fortified. ■ Ptu-atroopers: The most significant difference was the 13,000 men from the 101st Airborne Division and the 82nd Airborne Division already fighting inland. For five hours before the First Utahh Imidings, the paratroopers (and glider forces)had been fighting their way toward the bcaclh.. clearing the enemy from positions along the exits. The paratroopers also greatly confused the enemy and prevented any significant counterattack to the landing area. The true cost of Utah 13each is reflected in the heavy airborne casualties: The 101st alone lost about 40% of its forces on I)-1)nv. Also, the 1,000 casualties during Exercise Tiger, a practice run for the Utah assault, could also he considered part of the price for D-Day. Notable people on Utah Beach ■ Philip 1-I,1rt—U.S. senator ■ I:I I i c�i I\)i c I i i rd son—Nixon-era politician, medical officer in the 4th wave ashore ■ 'I'Itcodorc Roosevelt, Jr. —4th ID general, landed in the Ist wave ■ a. D. Salin(cr—U.S. author ■ cs \1<!n I-'leet—4th ID colonel ■ 1 I u h N 11.)1 cy—Celebrated Mormon scholar ■ S t u C la rk so n—Chicago Bears football player n German commanding officer of the Crisbecq Battery See also) ■ I:xcrcisc "I'i��er ■ (1!n,!h,! 13c,!ch ■ S\\orcl H9:,Ich ■ JLIHO13(,ach ■ Cold 13c,!ch ■ 131'�court \/Ianor Assault References ■ l\/i uch o l'this text is taken from the official US Military History Utah Beach to Cherbourg 1 ww.army.mil/cmh pg/BOOKS/WWII/utah/utah.htm) , written by Roland G. 1:uppenthal. This work is in the public domain. ■ A short film entitled A Soldier's War, tells the story of a fictional squad that lands on Utah 111:,1 r h and moves inland to link up with the 101 st Airborne Division. The film reflects more oil tic psychological and personal effects of war, rather than on action sequences. 1. ^ Anihrose; Stephen E. (1994).D-Day(First ed.).New York: Simon& Schuster. ISBN 0-684-80137-X 2. ^ Pei , ooOcmaps and basic reasoning 3. ^ Lee, Dcniorris A. (June 6, 2008). "For Largo man, D-day is like yesterd.!y" (I,Ltp://www.tampabay.com/news/military/article6O9702.ece) . The St. Petersburg Times. http:/;'„ ". .i;uripabay.com/news/military/article609702.ece. Retrieved 2009-03-03. httpc//en.wi lk i pe d i a.org/wiki/Utah Beach 1/17/2012 JobTruss Truss Type Qty Ply BANK WEST WINGBARNSTABLE,MA 654073 002 TAIL BEARING 4 1 A PMT El25993 10/31/20131:06:17 PM Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005 Run:7.430 s Jul 25 2013 Print:7.430 s Jul 25 2013 MFek Industries,Inc. Fri Nov 01 08:16:17 2013 Pagge 1 ID:o6G68JoPfHPw8GY71 kxFBJyQuLd-h55HhZDzAZXv6StkodFKmlitUrz5TgiXXpGjN5yNe7 -3-2-1 -2-2-1 6-1-15 12-3-14 14-5-15 15-5-15 1-0-0 2-2-1 6-1-15 6-1-15 2-2-1 1-0-0 BOISE STRUCTURAL SOLUTIONS Scale:3/8"=1' 6x8= PRELIMINARY PLOT ONLY CHORD AND WEB SIZE SUBJECT TO CHANGE 4 7.00 12 9 10 3 5 2 4x8= 8 4x8= 6 1.5x4 11 7ICO o , 6-1-15 12-3-14 6-1-15 6-1-15 Plate Offsets X, 4:0- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 26.9 Plates Increase 1.15 TC 0.30 Vert(LL) 0.16 3-8 >999 240 MT20 169/123 (Ground Snow=35.0) Lumber Increase 1.15 BC 0.39 Vert(TL) -0.27 5-8 >714 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.19 6 n/a n/a BCLL 0.0 ' Code IBC2009/TP12007 (Matrix) Weight:86 lb FT=0% BCDL 10.0 LUMBER BRACING TOP CHORD 2x8 SP M 23 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF-S No.2 JOINTS 1 Brace at Jt(s):8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=856/0-5-8 (min.0-1-8),6=856/0-5-8 (min.0-1-8) Max Horz 2=-289(LC 6) Max Uplift2=-508(LC 8),6=-508(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-322/331,3-9=-1190/527,4-9=975/557,4-10=-975/557,5-10=-1190/527,5-6=-322/271 BOT CHORD 3-8=-337/1058,5-8=-337/1058 WEBS 4-8=0/290 NOTES (11) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)-3-2-1 to-0-0-0,Interior(1)-0-0-0 to 3-1-15,Exterior(2)3-1-15 to 6-1-15,Interior(1)9-1-15 to 12-3-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=35.0 psf(ground snow);Pf=26.9 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 26.9 psf on overhangs non-concurrent with other live loads. 5)Plate(s)at joint(s)4 checked for a plus or minus 2 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 508 lb uplift at joint 2 and 508 lb uplift at joint 6. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,6. 10)This truss is designed in accordance with the 2009 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard oruss Truss Type y BANK WEST WINGBARNSTABLE,MA 654073 �0103 TAIL BEARING 1 1 B MGMT E125993 10/31/20131:06:32 PM Job Reference(optional Boise Structural Solutions,Biddeford,ME 04005 Run:7.430 s Jul 25 2013 Print:7.430 s Jul 25 2013 MiTek Industries,Inc. Fri Nov 01 08:16:18 2013 Pa 1 ID:o6G68JoPfHPw8GY71 kxF8JyQuLd-9HffuvEbxtfmjcSxMLmZJVF_PEIsC_1 gIT?GwYyfVe7h 7-7-1 13o- z2-2-11 6-6-3 2-2-15 L 51-z- s 2 IMINARY TONY CHORD AND WEB SIZE SUBJECT TO CHANGEscale=1:59.2 7x10 MT18H 11 7.00 12 6 6x8 16 17 2x6 5 18 3x6 4 7 3x6 8 3x6 9 Z_ 3 19 �1 2 4x8= 15 14 13 1011jC 0 0 3x8_ 4x6= 6.6= 12 3x4 7.0CfL*MT20H= 728#/-388# 20-Vj§N-791# 12-2-15 18-6-14 20-3-7 26-7-1s 12-2-15 6-3-15 1-8-9 •5- 5-11-0 Plate Offsets X,Y: 10:0-1-0,0-1-8, 12:0-6-0,0-2-4,fl3:0-3-0,0-3-8 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 26.9 Plates Increase 1.15 TC 0.49 Vert(LL) 0.16 3-15 >999 240 MT20 169/123 (Ground Snow=35.0) Lumber Increase 1.15 BC 0.49 Vert(TL) -0.35 3-15 >752 180 MT20H 127/93 BCDL 100 Rep Stress Incr YES WB 0.66 Horz(TL) 0.11 12 n/a n/a MT18H 169/123 BCLL 0.0 'BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight:147 lb FT=0% LUMBER BRACING TOP CHORD 2x8 SP M 23'Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. T3,T4:2x4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: BOT CHORD 2x6 SPF 1650F 1.5E`Except* 10-0-0 oc bracing:3-15. B4:2x4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SPF-S No.2 be installed during truss erection,in accordance with Stabilizer [Installation guide. REACTIONS (lb/size) 12=1215/0-5-8 (min.0-2-7),2=689/0-5-8 (min.0-1-8) Max Horz 2=342(LC 7) Max Upliftl 2=-791(LC 9),2=-388(LC 8) Max Grav 12=1215(LC 1),2=728(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-303/264,3-4=-1061/442,4-5=-617/253,5-16=-573/259,6-16=-498/276, 6-17=-462/263,17-18=-496/250,7-18=529/246,7-8=-395/134,8-9=-400/95, 9-19=-570/495,10-19=-581/387 BOT CHORD 3-15=-364/947,14-15=-78/565,13-14=-78/565,12-13=-503/802,10-12=-353/602 WEBS 4-15=-609/408,6-15=-86/268,7-15=-418/541,7-13=-731/591,9-13=113/508, 9-12=-811/317 NOTES (11) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)-3-2-1 to-0-0-0,Interior(1)-0-0-0 to 9-2-15,Exterior(2)9-2-15 to 12-2-15,Interior(1)15-2-15 to 24-7-15 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=35.0 psf(ground snow);Pf=26.9 psf(Hat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 26.9 psf on overhangs non-concurrent With other live loads. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 791 lb uplift at joint 12 and 388 lb uplift at joint 2. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 10)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 11)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard ob Truss Truss Type y BANK WEST WINGIBARNSTABLE,MA 654073 004 TAIL BEARING 6 1 B_MCO_El25993 10/31/20131:06:29 PM Job Reference o tional Boise Structural Solutions,Biddeford,ME 04005 Run:7.430 s Jul 25 2013 Print:7.430 s Jul 25 2013 MFek Industries,Inc. Fri Nov 01 08:16:19 2013 Page 1 ID:o6G68JoPfHPw8GY71 kxF8JyQuLd-dUD16FEDiBndLml 7w2HodnCLegWxSWp_71gSyNe7g 1-3-'2-(1 -2-2-1 6-6-3 12-2-15 20-0-7 1- 2-2-1 6-6-3 5-8-12 7-9-8 6x8= Scale=1:45.2 BOISE STRUCTURAL SOLUTIONS 7.00 12 6 PRELIMINARY PLOT ONLY CHORD AND WEB SIZE SUBJECT TO 13 6x8 11 12 14 5 15 2x6 4 5x6 7 m of M r 3 c�1 us 2 4x8= 10 9 8 j �1 3x8= 4x6= 2x4 11 12-2-15 20-0-7 12-2-15 7-9-8 Plate Offsets X,Y: 8:0-0-0,0-0-0,[9:0-0-O,0-0-0] LOADING(psf) $p 1-4-0 CSI DEFL in (loc) I/deft Ud PLATES GRI _ TCLL 26.9 307# (Ground Snow=35.0) rease 1.15 TC 0.28 Vert(LL) 0.19 3-10 >999 240 MT20 169 TCDL 10.0 Lumber Increase 1.15 BC 0.27 Vert(TL) -0.36 3-10 >725 180 Rep Stress Incr YES WB 0.58 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code IBC2009/TP12007 (Matrix) Weight:144 lb FT=0% LUMBER BRACING TOP CHORD 2x8 SP M 23 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SPF 1650F 1.5E end verticals. WEBS 2x4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 8=682/0-5-8 (min.0-1-8),2=749/0-5-8 (min.0-1-8) Max Horz 2=332(LC 7) Max Uplift8=-307(LC 9),2=-397(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-312/133,3-4=1096/532,4-5=693/366,5-11=-647/371,11-12=-618/378,6-12=-559/388,6-13=-544/354, 13-14=-574/342,14-15=-603/336,7-15=-690/336,7-8=-654/368 SOT CHORD 3-10=-529/974 WEBS 4-10=-556/423,6-1 0=-1 00/347,7-1 0=-1 85/520 NOTES (10) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Extedor(2) 3-2-1 to-0-0-0,Interior(1)-0-0-0 to 9-2-15,Exterior(2)9-2-15 to 12-2-15,Interior(1)15-2-15 to 16-10-12 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=35.0 psf(ground snow);Pf=26.9 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 26.9 psf on overhangs non-concurrent With other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6).This truss.has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 307 lb uplift at joint 8 and 397 lb uplift at joint 2. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard oruss Truss Type y BANK WEST WINGBARNSTABLE,MA 654073 �0105 TAIL BEARING 15 1 B_PMT_El25993 10/31/20131:06:23 PM Job Reference o tional Boise Structural Solutions,Biddeford,ME 04005 Run:7.430 s Jul 25 2013 Print:7.430 s Jul 25 2013 MiTek Industries,Inc. Fri Nov 01 08:16:19 2013 Page 1 ID:a6G68JoPfHPwSGY71kxFBJyQuLddUD16FEDiBndLm17w2HorjnBlecSxPcp_71gS_y e7g ;3-2-( -2-2-1 , 6 2-7 12-2-15 18-3 6 24-5-14 26-7-15 27-7-15 1 0 2-2-1 6-2-7 6-0-8 6 0 8 6-2-8 2-2-1 1-0- Scale=1:54.1 6x8 BOISE STRUCTURAL SOLUTIONS 7.00 12 6 PRELIMINARY PLOT ONLY CHORD AND WEB SIZE SUBJECT TO CHANGE 6x8 17 18 19 6x8 4x6 i 5 16 7 46 4 8 3 9 7, :1 2 10� 4x10= 15 14 13 12 4x10= 11 m '1 46= d 2x4 11 3xB= 2x4 I I 6-2-7 12-2-15 18-3-6 24-5-14 6-22 7 6-0-8 6-0 8 6-2-8 #/-483fx Plate Offsets X,Y: [4: , - %],[7:0-0-0,0-0-0], 9:0-0-0,0-0-0 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 26.9 Plates Increase 1.15 TC 0.35 Vert(LL) 0.19 3-15 >999 240 MT20 169/123 (Ground Snow=35.0) Lumber Increase 1.15 BC 0.53 Vert(TL) -0.33 9-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.26 10 n/a n/a BCLL 0.0 ' Code IBC2009/TP12007 (Matrix) Weight:182 lb FT=0% BCDL 10.0 LUMBER BRACING TOP CHORD 2x8 SP M 23 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance With Stabilizer Installation guide. REACTIONS (lb/size) 2=952/0-5-8 (min.0-1-8),10=952/0-5-8 (min.0-1-8) Max Horz 2=-335(LC 6) Max Uplift2=483(LC 8),10=-483(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-406/277,3-4=-1713/721,4-5=-1110/546,5-16=-1085/548,16-17=-1071/556,6-17=-975/568,6-18=975/568, 18-19=-1070/556,7-19=1085/548,7-8=-1110/546,8-9=-1713/721,9-10=-406/250 BOT CHORD 3-15=-522/1503,14-15=-522/1503,13-14=-522/1503,12-13=-464/1503,9-12=-464/1503 WEBS 6-13=341/808,8-13=775/422,4-13=-775/447 NOTES (10) 1)Wind:ASCE/-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)-3-2-1 to-0-0-0,Interior(1)-0-0-0 to 9-2-15,Exterior(2)9-2-15 to 12-2-15,Interior(1)15-2-15 to 24-5-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=35.0 psf(ground snow);Pf=26.9 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 26.9 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 483 lb uplift at joint 2 and 483 lb uplift at joint 10- 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,10. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard o russ Truss Type ty y BANK WEST WINGBARNSTABLE,MA 654073 006 TAIL BEARING 2 1 B_MOHC_E125993_10/31/20131:06:26 PM Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005 Run:7.430 s Jul 25 2013 Print:7.430 s Jul 25 2013 Mi-rek Industries,Inc. Fri Nov 01 08:16:20 2013 Page 1 ID:o6G68JoPIHPw8GY71kxF8JyQuLd-5gnPJbFsTUvUzwcJUloIOwKMw2yXgsuzDnUN_QyNe7 ;3-2-1, -2 2 1 6-2-7 12-2-15 18-3-6 24-5-14 26-7-15 27-7-1,5 1-0-0 2-2-1 6-2-7 6-0-8 6-0-8 6-2-8 2-2-1 1-0-0 Scale=1:50.6 6x8= 7.00 12 5 BOISE STRUCTURAL SOLUTIONS PRELIMINARY PLOT ONLY CHORD AND WEB SIZE SUBJECT TO CHANGE 6x8 16 17 15 18 6x8 4x6 i 4 6 4x6 3 7 14 19 2 8 1 9 6x10= 13 12 11 10 6xl0= T I' d 2x4 11 4i6 3x8= 2x4 11 Ia 6-2-7 12-2-15 18-3-6 24-5-14 6-2-7 6-0-8 6 0 8 6-2-8 Plate Offsets X, : ,0-0-0, 6:0-0-0,0-0-0 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 26.9 Plates Increase 1.15 TC 0.36 Vert(LL) 0.20 2-13 >999 240 MT20 169/123 (Ground Snow=35.0) Lumber Increase 1.15 BC 0.54 Vert(TL) -0.33 8-10 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.27 9 n/a n/a BCDL 10.0 Code IBC2009/TP12007 (Matrix) Weight:175 lb FT=0% LUMBER BRACING TOP CHORD 2x8 SP M 23 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=892/0-5-8 (min.0-1-8),9=892/0-5-8 (min.0-1-8) Max Horz 1=330(LC 7) Max Upliftl=-400(LC 8),9=-400(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-406/260,2-14=-1725/746,3-14=-16981768,3-4=1116/570,4-15=1091/572,15-16=-1070/580,5-16=-981/592, 5-17=-981/592,17-18=-1070/580,6-18=-1091/572,6-7=-1116/570,7-19=-1698/768,8-19=-1725/745,8-9=-406/205 BOT CHORD 2-13=-568/1515,12-13=-568/1515,11-12=-568/1515,10-11=-562/1515,8-10=-562/1515 WEBS 5-11=-370/81 7,7-11=-774/450,3-11=-774/467 NOTES (9) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)-1-11-5 to 1-0-11,Interior(1)1-0-11 to 9-2-15,Exterior(2)9-2-15 to 12-2-15,Interior(1)15-2-15 to 23-5-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=35.0 psf(ground snow);Pf=26.9 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 400 lb uplift at joint 1 and 400 lb uplift at joint 9. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1,9. 8)This truss is designed in accordance with the 2009 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job russ Russ ype y BANK WEST WINGBARNSTABLE,MA 654073 �'107 GESTR 1 1 C MGE E125993 10/31/20131:06:45 PM Job Reference o tional Boise Structural Solutions,Biddeford,ME 04005 Run:7.430 s Jul 25 2013 Print:7.430 s Jul 25 2013 M7ek Industries,Inc. Fri Nov 01 08:16:20 2013 Pagge 1 _ID:o6G68JoPlHPw8GY71kxFBJyQuLd-5gnPJbFsTUvUzwcJUlo1OWKMh2zagxHzDnUNQyNe7 �3-2-1 -2-2-1 , 4-10-9 8-1 1-12 13-0-15 17-2-2 21-3 4 26 1-14 28-3-1529-3-1,5 I-0 d 2-2-1 4-1 0-9 4-1-3 4-1-3 4-1-3 4-1-3 4 1 0-10 2-2-1 0 Scale=1:57.0 6x8= BOISE STRUCTURAL SOLUTIONS 7.00 12 7 PRELIMINARY PLOT ONLY CHORD AND WEB SIZE SUBJECT TO CHANG 46 i 42 43 4x6 8 6x8 41 446 , 6x8 2x6 5 9 45 40 2x6 4 10 3 11 2 12 1 4x10= 17 16 15 14 410= 13 co 3x4= 4x6= 3x8= 3x4= to 6 11-3 13-0-15 19-2 11 26-1-14 1004#/-5 6 11-3 6-1-12 6-1-12 6-11-3 1004#/-500# Plate Offsets X,Y: 4:0-0-0,0-0-0, 6:0-0-0,0-0-0, 9:0-0-0,0-0-0, 11:0 0-0,0-0-0 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 26.9 Plates Increase 1.15 TC 0.37 Vert(LL) 0.17 3-17 >999 240 MT20 169/123 (Ground Snow=35.0) Lumber Increase 1.15 BC 0.47 Vert(TL) -0.32 11-14 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.25 12 n/a n/a BCLL 0.0 ' Code IBC2009/TPI2007 (Matrix) Weight:259 lb FT=0% BCDL 10.0 LUMBER BRACING TOP CHORD 2x8 SP M 23 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SPF-S No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1004/0-5-8 (min.0-1-8),12=1004/0-5-8 (min.0-1-8) Max Horz 2=-354(LC 6) Max Uplift2=-500(LC 8),12=-500(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-430/292,3-4-1948/830,4-40=1760/792,5-40=1728/795,5-41-1666/802,6-41=-1 664/806,6-42=-1088/591, 7-42-1007/603,7-43=-1007/603,8-43=-1088/591,8-44-1664/806,9-44-1666/802,9-45=-1727/795,10-45=-1760/792, 10-11=-1 948/830,11-12=-430/260 BOT CHORD 3-17=-662/1767,16-17=-317/1205,15-16=-317/1205,14-15=-313/1205,11-14=-591/1767 WEBS 7-15=-377/750,8-15=-507/274,8-14=-281/642,10-14=-538/359,6-15=-507/279,6-17=-305/642,4-17=-538/381 NOTES (10) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)-3-2-1 to-0-0-0,Interior(1)-0-0-0 to 10-0-15,Exterior(2)10-0-15 to 13-0-15,Interior(1)16-0-15 to 26-1-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=35.0 psf(ground snow);Pf=26.9 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 26.9 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of Withstanding 500 lb uplift at joint 2 and 500 lb uplift at joint 12. 8)Beveled plate or shim required to provide full bearing surface With truss chord at joint(s)2,12. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard o russ russType ty y BANK WEST WINGBARNSTABLE,MA 654073 008 TAIL BEARING 2 1 C PMT E125993 10/31/20131:06:36 PM Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005 Run:7.430 s Jul 25 2013 Print:7.430 s Jul 25 2013 MiTek Industries,Inc. Fri Nov 01 08:16:21 2013 Page 1 ID:o6G68JoPIHPw8GY71 kxF8JyQuLd-ZsLoXxGUEo1 La4AV 1 TKGw8tXRS1pPO16RRExWtyNe7 13-2-1 -2-2-1 4-10-9 8-11-12 13-0-15 17-2-2 21-3 4 26 1-14 28-3-152 -3-1,5 y-0 2 2 1 4-10-9 4-1-3 4 1-3 4-1-3 4-1-3 4-10-10 2 Scale=1:57.0 6x8= BOISE STRUCTURAL SOLUTIONS 7.00 12 7 PRELIMINARY PLOT ONLY CHORD AND WEB SIZE SUBJECT TO CHANGE 46� 20 21 4x6 6x8 196 8 22 6x8 2x6 18 5 923 2c6 4 10 3 11 2 12 m�1 4x10= 17 16 15 14 410= 13 m a 3x4= 4x6= 3x8= 3x4= 16 co . 6 11-3 13-0-15 19-2-11 26-1-14 1004#/-5 6-11-3 6-1-12 6-1-12 6-11-3 1004#/-500# Plate Offsets X,Y: 8:0-0-0,0-0-0, 9:0-0-0,0-0-0, 1 0:0-0-0,0-0-0, 11:0-0-0,0-0-0, 16:0-0-0,0-0-0 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 26.9 Plates Increase 1.15 TC 0.37 Vert(LL) 0.18 3-17 >999 240 MT20 169/123 (Ground Snow=35.0) Lumber Increase 1.15 BC 0.47 Vert(TL) -0.32 11-14 >999 180 BCDL 10.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.25 12 n/a n/a BCLL 0.0 'BCDL 10.0 Code IBC2009/TP12007 (Matrix) Weight:200 lb FT=0% LUMBER BRACING TOP CHORD 2x8 SP M 23 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1004/0-5-8 (min.0-1-8),12=1004/0-5-8 (min.0-1-8) Max Horz 2=-354(LC 6) Max Uplift2=-500(LC 8),12=-500(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-430/292,3-4=-1950/831,4-18=-1761/792,5-1 8=-1 7291796,5-19=-1667/803,6-19=1665/806,6-20=-1088/589, 7-20=-1004/601,7-21=-1004/601,8-21=-1088/589,8-22=-1665/806,9-22=-1667/803,9-23=-1729/796,10-23=-1761l792, 10-11=-1 950/831,11-12=-430/260 BOT CHORD 3-17=-663/1770,16-17=-314/1199,15-16=314/1199,14-15=-310/1199,11-14=592/1769 WEBS 7-15=-361/720,8-15=-491/265,8-14=-285/650,10-14=-546/363,6-15=-491/271,6-17=-309/650,4-17=-546/385 NOTES (10) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)-3-2-1 to-0-0-0,Interior(1)-0-0-0 to 10-0-15,Exterior(2)10-0-15 to 13-0-15,Interior(1)16-0-15 to 26-1-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=35.0 psf(ground snow);Pf=26.9 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 26.9 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of Withstanding 500 lb uplift at joint 2 and 500 lb uplift at joint 12. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,12. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard O fuss Truss Type y BANK WEST WINGBARNSTABLE,MA 654073 009 TAIL BEARING 2 1 C_MCO_El25993_10/31/20131:06:43 PM Job Reference (optional) Boise Structural Solutions,Biddeford,ME 04005 Run:7.430 s Jul 25 2013 Print:7.430 s Jul 25 2013 MiTek Industries,Inc. Fri Nov 01 08:16:22 2013 Pa e 1 ID:o6G68JoPfHPw8GY71 kxFBJyQuLd-23vAkHH6?69CCElibArVTLPigsfH8wg5zU3JyNe7 3 2-1, -2-2-1 6-11-3 13-0-15 18-10-12 25-0-2 1-0-0 2-2-1 6 11-3 6 1-12 5 9-13 6-1-6 Scale=1:48.5 6x8= BOISE STRUCTURAL SOLUTIONS 700 12 6 PRELIMINARY PLOT ONLY CHORD AND WEB SIZE SUBJECT TO CHAN 1 6x8 15 t6 17 46 5�- 5 18 4x6 7 4 14 85x6 d. 5x6 9 3 10 842#-3 di 2 4x8 13 12 11 10 4x8 11 2x4 11 Us 3x8= 2x4 I I 6-11-3 13-0-15 18-10-12 25-0-2 6-11-3 6-1-12 5-9-13 6-1-6 Plate Offsets X,Y: 3:0-2-15,0-2-6, 9:0-5-4,0-0-4 LTCLL 26 9 LOADING(psf) 9 /_465gSPACING 1-4-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP (Ground Snow=35.9 Plates Increase 1.15 TC 0.33 Vert(LL) 0.19 3-13 >999 240 MT20 169/123 TCDL 10.0 Lumber Increase 1.15 BC 0.46 Vert(TL) -0.30 3-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(TL) 0.14 9 n/a n/a BCDL 10.0 Code IBC2009/TP12007 (Matrix) Weight:182 lb FT=0% LUMBER BRACING TOP CHORD 2x8 SP M 23 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Right 2x6 SPF 1650F 1.5E 3-6-12 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 9=842/Mechanical,2=90910-5-8 (min.0-1-8) Max Horz 2=364(LC 7) Max Uplift9=-360(LC 9),2=-465(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-386/240,3-14=-1537/654,4-14=-1379/676,4-5=-958/510,5-15=-930/512,15-16=-896/520,6-16=-821/532, 6-17=850/521,17-18=-862/509,7-18=-905/502,7-8=-1120/551,8-9=-1208/529 BOT CHORD 3-13=-511/1333,12-13=-511/1333,11-12=-511/1333,10-11=-325/915,9-10=-325/915 WEBS 4-11=-731/443,6-11=282/583,7-11=-271/231 NOTES (I 1),_ 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)-3-2-1 to-0-0-0,Interior(1)-0-0-0 to 10-0-15,Exterior(2)10-0-15 to 13-0-15,Interior(1)16-0-15 to 22-0-2 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL;ASCE 7-05;Pg=35.0 psf(ground snow);Pf=26.9 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 26.9 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 360 lb uplift at joint 9 and 465 lb uplift at joint 2. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 10)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Quote Page 1 of 7. Agility#: Quote# ! _ Customer:MAHY00-SHEPLEY WOOD PRODUCT Job Name: BANK WE: 20 Pomerleau St. 216 THORNTON DRIVE BARNSTABLE,MA Biddeford, Me 04005 HYANNIS,MA02601 Boise Cascade Bdze Budding Tel: 877-291-5276 Contact: JOE MADERA M8 0etls QISbI'bt/bOn Fax: 877-782-0999 Email: jmadera@ShepleyWood.com Boise Shduraf SAftns Phone: (508)-7717969 Fax: (508)-8626007 Prepared By: Date Quoted: Delivery Date: Last Revised: G;;Price Pr JORDAN EXT 2757 10/29/2013 10/31/2013 `.11107/2013 - g EWP CITY PART NUMBER LENGTH WEIGHT SIZE AND TYPE 1 LVL19-4 4 19.28 1 3/4 in.X 9 1/2 in.X 4 ft. LVL Total Weight: 19 Ibs HANGERS QTY PART NUMBER LENGTH WEIGHT SIZE AND TYPE 12 HUS28 0 9.6 Heavy Truss Hanger 2 X 8 2 SUH410 0 1.36 Truss Hanger 4 X 10 Total Weight: 11 Ibs ROOF TRUSSES Designed per:IBC2009/TPI2007 Code. OVRALL LOADING QTY LGTH PITCH OVERHANG C CANTILEVER I PROFILE LBL NET TYPE SPC U TLL-TDL-BLL-8DL PLY WEIGHT SPAN TOP BOT LEFT RIGHT T L Reel Height LEFT RIGHT LE 1 12-03-14 27-10-0-10 00-0 001 12-03-14 7.00 0.00 GESTR 24 03-02-01 03-02-01 P Gmd Snow=35 00-00-00 00-00-00 A654073-0001 1 100lbs 00-08-06 00-08-06 BR- 4 12-03-14 27-10-0-10 00-0 002 12-03-14 7.00 0.00 TAIL 24 03-02-01 03-02-01 P Gmd Snow=35 00-00-00 00-00-00 BEARING A654073-0002 1 86lbs 00-08-06 00-08-06 BR- 1 26-07-15 27-10-0-10 00-0 003 20-08-15 7.00 -7.00 TAIL 16 03-02-01 01-00-00 P Gmd Snow=35 00-00-00 05-11-00 BEARING As54o73 0003 1 146 Ibs 00-08-06 00-05-03 BR- Report Daterrime: 10/31/2013 1:18:31 PM Quote Page 2 of 7 Agility#: Quote# w" Customer:MAHY00-SHEPLEY WOOD PRODUCT Job Name: BANK WE: 20 Pomerleau St. 216 THORNTON DRIVE BARNSTABLE,MA Biddeford, Me 04005 HYANNIS,MA02601 Spice Cascade BOW Wdn. g Tel: 877-291-5276 Contact: JOE MADERA MOM8 Mt `n Fax: 877-782-0999 Email: jmadera@ShepleyWood.com stwafal&1&ns Phone: (508)-7717969 Fax: (508)-8626007 Prepared By: Date Quoted: Delivery Date: Last Revised: Prlce P,ro JORDAN EXT 2757 10/29/2013 10/31/2013 19 °,11/07.12013 6 20-00-07 27-10-0-10 00-0 004 20-00-07 7.00 0.00 TAIL 16 03-02-01 00-00-00 P Gmd Snow=35 00-00-00 00-00-00 BEARING A654073-0004 1 1431bs 00-08-06 03-03-09 BR, 15 24-05-14 27-10-0-10 00-0 005 24-05-14 7.00 0.00 TAIL 16 03-02-01 03-02-01 P Gmd Snow=35 00-00-00 00-00-00 BEARING A654073-0005 11 181 Ibs 00-08-06 00-08-06 BR, 2 24-05-14 27-10-0-10 00-0 006 24-05-14 7.00 0.00 TAIL BEARING 16 03-02-01 03-02-01 P Gmd Snow=35 00-00-00 00-00-00 A654073-0006 1 174 Ibs 00-08-06 00-08-06 BR- 1 26-01-14 27-10-0-10 00-0 007 26-01-14 7.00 0.00 GESTR 16 03-02-01 03-02-01 P Gmd Snow=35 00-00-00 00-00-00 A654073-0007 1 1 2591bs 00-08-06 00-08-06 BR- 2 26-01-14 27-10-0-10 00-0 008 26-01-14 7.00 0.00 TAIL 16 03-02-01 03-02-01 P Gmd Snow=35 00-00-00 00-00-00 BEARING A654073-0008 1 2001bs 00-08-06 00-08-06 BR' 2 25-00-02 27-10-0-10 00-0 009 25-00-02 7.00 0.00 TAIL BEARING 16 03-02-01 00-00-00 P Gmd Snow=35 00-00-00 00-00-00 A654073-0009 1 181 Ibs 00-08-06 01-04-07 BR- 1 27-10-07 27-10-0-10 00-0 010 27-10-07 7.00 0.00 TAIL 16 03-02-01 00-00-00 P Gmd Snow=35 00-00-00 00-00-00 BEARING A654073-0010 1 2121bs 00-08-06 02-06-01 BR- 1 27-10-07 27-10-0-10 - 00-0 011 27-10-07 7.00 0.00 TAIL 16 03-02-01 00-00-00 P Gmd Snow=35 00-00-00 00-00-00 BEARING A654073-0011 1 2141bs 00-08-06 1 03-03-07 BR, 1 27-10-07 27-10-0-10 00-0 012 27-10-07 7.00 0.00 TAIL 16 03-02-01 00-00-00 P Gmd Snow=35 00-00-00 00-00-00 A654073-0012 1 2121bs 00-08-06 04-00-12 BR' BEARING Report Date/Time: 10/31/2013 1:18:31 PM , Quote Page 3 of 7 Agility#: Quote# Customer:MAHY00-SHEPLEY WOOD PRODUCT Job Name: BANK WE: 20 Pomerleau St. 216 THORNTON DRIVE Biddeford, Me 04005 HYANNIS,MA02601 BARNSTABLE,MA Boris Cascade Bdse Building Tel: 877-291-5276 Contact: JOE MADERA (lS D18bh 011 Fax: 877-782-0999 Email: jmadera@ShepleyWood.com B0 ufaI$dW% Phone: (508)-7717969 Fax: (508)-8626007 Prepared By: Date Quoted: Delivery Date: Last Revised: Price Pro JORDAN FACT 2757 10/29/2013 10/31/2013 F.:1.1/07/2013 i 27-10-0-10 1 27-10-07 TAIL Gmd Snow=35 00-0 013 27-10-07 7.00 0.00 BEARING 16 03-02-01 00-00-00 P 00-00-00 00-00-00 A654073-0013 1 2161bs 00-08-06 04-10-01 BR- 1 27-10-07 27-10-0-10 00-0 014 27-10-07 7.00 0.00 TAIL 16 BEARING 03-02-01 00-00-00 p Gmd Snow=35 00-00-00 00-00-00 A654073-0014 1 2151bs 00-08-06 05-07-07 BR- 1 27-10-07 27-10-0-10 00-0 015 27-10-07 7.00 0.00 TAIL 16 BEARING 03-02-01 00-00-00 p Gmd Snow=35 00-00-00 00-00-00 A654073-0015 1 221 Ibs 00-08-06 06-04-12 BR, 1 27-10-07 27-10-0-10 00-0 016 27-10-07 7.00 0.00 TAIL 16 BEARING 03-02-01 00-00-00 p Gmd Snow=35 00-00-00 00-00-00 A654073-0016 1 2141bs 00-08-06 07-02-01 BR 1 27-10-07 27-10-0-10 00-0 017 27-10-07 7.00 0.00 TAIL 16 03-02-01 00-00-00 P Gmd Snow=35 00-00-00 00-00-00 BEARING A654073-0017 1 211 Ibs 00-08-06 07-07-15 BR, 1 27-10-07 27-10-0-10 00-0 018 27-10-07 7.00 0.00 TAIL 16 BEARING 03-02-01 00-00-00 p Gmd Snow=35 00-00-00 00-00-00 A654073-0018 1 211 Ibs 00-08-06 07-06-00 BR 1 13-03-06 p 27-10-0-20 00-0 �II�II 301 13-03-06 7.00 0.00 GIRDER 16 02-02-01 00-00-00 p Gmd Snow=35 00-00-00 00-00-00 A654073-0301 4 5121bs 00-08-06 07-02-13 BR- 27-10-0-10 1 26-01-14 Gmd Snow=35 00-0 302 26-01-14 7.00 0.00 GIRDER 16 03-02-01 03-02-01 P 00-00-00 00-00-00 A654073-0302 2 451 Ibs 00-08-06 00-08-06 BR- 1 27-10-07 27-10-0-10 00-0 303 1 1 27-10-07 7.00 0.00 GIRDER 16 03-02-01 00-00-00 P Gmd Snow=35 00-00-00 00-00-00 A654073-0303 1 228lbs 00-08-06 01-08-12 BR- Report Date/Time: 10/31/2013 1:18:31 PM Ox tF1E w BARMABLE. • , 639. Town of Barnstable Regulatory Services Richard V.Scali,Interim Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, ,j At"o/'!a Z' , as Owner of the subject property hereby authorize LU/OJiVyi soul if G to act on my behalf, in all matters relative to work authorized by this building permit application for: Z�9 /0/40 6-2� I-Z'nV.SrR30d (Address of Job) Signature of Owe Date G<1 Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse'side.. . QAWPFILES\FORMS\building permit forms\smokecarbondetectors.doc Revised 050412 . �Ir�'��'�Ifr�_IIr"��r"�1J(� ■ �L '' . � BJL�.® .1 V 9 1:�IJL r JL JLJL JL JIJ`i� ■-- 11 June 2013 : ice., �u ` ti.. y .9 .,�'' Mr Thomas Perry,Building Commissioner Town of Barnstable i 200 Main Street b . MA 20.601 ,, ' Hyannis, ,c, Mr:Perry I.am wntin to confirm:the discussion at our meeting. 7 June 2013;regarding g the project at 3929 Main Street in Barnstable Vill I .'A previous iteration of the project was presented t'o the Srte Plan Review Committee last year Subsequent t. that meeting the.`owner;represented by,William Swift,made some changes m the project The basis o the,i aige was to ove the proposed addition from the east side of the exist-9 buildmg,to the_west side The Dro ose wng occupies the west . ` side driveway, o the east drive will now.be the;one way ingress -' the:property The`building area ,s the same.for the new:proposal as.for the previous.proposal The-parking area is slightly smaller,and still provides 13 standard spaces and one vanl:aceessible space ,The overall lot coverage is slightly reduced for the new proposal 1. In Lght of the above it was your feeling that the project is not required to re submit to ahe Site Plan Review Committee Th n for the tune you spent with,us, -. . , ,-.i.1-N�7��R:-i.,..�-.,:.;,,l.-.l.�,�.,-���.�--�l,�-il-Ir��-�--.�-�I,t,l:�-,,:-,,-..:,�..;�,'---���.I-r.-,.-,�--.-,...�-,,-.z-,-,-�-----�,--�*-�;r---.1..-�-,,�;-.,I.-_-�:,:,C,�-.---:--�-i��.I---�--:�..-�1�-..-.-:-,,,-�-��"-,­�1.-,:--;�.-�-,`�-�,,.��:!­.-,.;,%4 1-.--.-�,--,,--."_-.,..:1^.�,----.�.�'1,-,:.-:.-.�-.�­1-�,.-.,,'-�,.�-,,.�.:--�%���,.:--I,�,---:�-��-�.,�--"�,.--.--,..�..-�-,�,1�..�:I.W.,-.,-:-.,.j�-"*1--'-�,-�,'���-,-r-;�--,;�-"-,-,,�`-�-,-�- Peter G.-.Brown,Architect. _ �.:..�.,-".`,I 1;��.:".<L.�%"--.I::,1,:,-,�`,�..���,�,.,,��,-.�1`�.�-::1.,�,�.)�1.-.,-�I�-"�`�:.,-,..,"-;:.:�---,.,��'"*------.-�..,".��..:-.*.�:-..-,-�i�1�-,i-._.-..51�...,,�.-�:�1:-l.�I..��-*`:�.".-.'.,.--1..---'*..,--.'(.,.--..�,.I:�`I.--.---..1.*,�.-%,..,J... -%`,1�-.�,.-.*-�.--%.�,,-.:�.,-�':�:,--;,.-.:.:,,;;.--",.:;,-�,--.s-�',.-.:,.�..�;v.-�--,-,.'I.���,�--,.,��.-":..`-,:�-:--,-���-.,,--�,-,,'.-.::-,,.-J��',�.:,�-�.�..-..-'.-:'-I.,z4--,,.I,�:-.,.'�.-";�-`,--:-.m"_,.,-�.--:-�.t:.,.'.1.�.-,�-:0�-%...-%.,�.�,:-.-"—!.;.:...,,,-,,-.--I.,:'-,.I.,�r,.�I-�.'�..�,,-I.-:I�-"�--,*.:-.�:.,�._--..,�,-*�,..,,�,,..,.�..;-,.,-,I'..-. ::. Co.PY W Swift; E Swmiarski . .. ;. - 947 Main Street Yarmouthport MA 02675 ), Telephone/FAX ,0 2 3450 Email bropet@venz:. neY s, ■ ■' ■ :e ■ ■ ■ ■ :■ . - .. . 1 Town of Barnstable 200 Main Street Hyannis,Massachusetts 02601 i.E.swxivsrea •" ' 1639. A'� Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner Phone(508)862-4679 Fax(508)862-4725 www.town.barnstable.ma.us February 15, 2012 3239 Main LLC c/o William Swift P. O. Box 108 Barnstable, MA 02630 RE: Site Plan Review#002-12 - 3239 Main LLC, Barnstable Village C 3L2 9-M5in Street,Barnstable.MA Map 299, Parcel 020 Proposal: Demolish small wing of existing structure. Construct new two-story addition with Elevator and handicap bathrooms. Eliminate existing curb cut and excess pavement. Establish new green scape and plantings. Dear Mr. Swift: Please be advised that subsequent to the formal site plan review meeting on February 9, 2012, the above-referenced revised plan for the proposal was approved subject to the following: • Approval is based upon and must be substantially constructed in accordance with plans entitled "Renovations to the Building of 3239 Main LLC" Scale 1"=10', dated January 25, 2012, with final revisions received February 15, 2012,prepared by Peter Brown,Registered Architect, Yarmouthport, MA prepared for 3239 Main LLC; and, letter dated June 3, 2011 to Mr. Swift from the Barnstable County Commissioners regarding the availability of parking at the Barnstable County Complex in Barnstable Village (attached). • A landscape plan must be provided to and approved by Steven Seymour, Engineer, Growth 'Management Department, 508-862-4086. • Conditions of Old King's Highway approval. • Applicant must obtain all other applicable permits, licenses and approvals required. r Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan (Zoning Section 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of the approved site plans will be retained on file. Sincerely, C» Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: Tom Perry, Building Commissioner Steve Seymour, GNM Attachment: Letter—Barnstable County Commissioners s oF.;B BARNSTABLE COUNTY COMMISSIONERS COUNTY COMMISSIONERS O., r P.O. BOX 427 WILLIAM DOHERTY U. triBARNSTABLE, MASSACHUSETTS Harwich 02630 MARY PAT FLYNN Falmouth ��afACHUs (5O8) 375-6648 SHEILA R.LYONS FAX (508) 362-4136 We►Qleet HOME RULED CHARTERED June 3,2011 IN 1981) Will Swift . 3239 Main LLC P.O.Box 108 Barnstable Village,MA 02630 Dear Mr. Swift: Thank you for your inquiry regarding the parking at the Barnstable County Complex in .Barnstable Village. As you are aware,the parking lot is free and open to the public for use 24 hours a day, 365 days a year on a first-come, first-serve basis. There are a small number of reserved spaces that are clearly marked. During weekdays, especially between the hours of 8:00 A.M. and 12:00 P.M.,the parking lot becomes quite full. However, additional parking is available further up the hill If there is any other information that you need,:please contact me at(508) 375-6643,or via e-mail at mzielinskiCa)barn'stablecounty.org. Sincerely, E. Mark Zie ski ` County A strator cc: Barnstable County Commissioners F ,dA , - 1, "+' r 6 9 t �f % t ;1 r '1 11 ',Sa { ; I, f 5 i t '1 - > '1i''r��,' �� }}}I���e\e7I //��\ l/l� ..0 3 _T f ! S.. :y ' `17� 1y. PJLT� �0.4��� 1 V q 1 ]1�L 0`�lJHI El t y ^ f 2 .� ry r .t V C } " 11 Jane 2013 f a ,6 _ ' r., ` f° � ,", r % t' spa - © ' r sA s, ' _S C..." a 4 c < Mr Thomas Perry,Building Commissioner ' ' '�? �. {. r t. s.. -*{ } A Town of,Barnstable , z ° s ; ` _ _a ; - 4 f > Z00 Main Street. J M-- Hyanms,MA 20.601 r r =' r 4 j �< < t' 4 '_ - Mr"Perry: F s', 11, _, t 4 , O t ea fyf t. a4 T'. t r' :-,a '. i x y s , i < 11 , y I am writing`to'eonfrm the discussion at:our nice ing'of 7 June 2013,.regaruing , : , the project,at-3929 Main Street in-Barnstable Village;A previous�iteration ofahe ',' ' : t �, h ­ . x ` protect was presented'to the Site'Plan,Review,Committee-.last year Subsequent to that meeting the,ow ner; represented bySWdliam Swift,made=some changes in=the ; VLL � ':'project The basis ofahe changes was to move the proposed•.addition from the east f , ' Y side"of the existing building to the west side The proposed wing occupies the west _ x y '' side driveway, so the east drive will now"be the one''way ingress to the"property . ,The''6uilding area is the same fo"r the new;proposal as,forahe previous proposal , , a "_ y The.)'itWng area is slightlyvsmall'er,and'still provides 13 standa"rd spaces aiid one : -,,1 ,ti F.,van''accessible space The overall`>lot coverage-'is slightly reduced;for•the new',` x r proposal ` r .` t r ., ,t -` �- In light of the above it`was your,feeling,tha. the'project is-not required to re r , _I",IIr submit to the Site Plan-ReviCe�w Committee -" A.z 4 - � .J y Th u for the tune.you,spent with u`s; t ` r M r 7, ?� e t , ,e r e' . '� >•• .t [i t, 3^ _ ° a j1 4 ` 'Peter G Brown;Architect* f - : J ` r ' Copy W Swift, E Swiniarski ,; r a ` �t � ti .�, t f; s { 1 ys s. ".1. / ,I ,4:: +' try s`4 ,x ,I 1 7 c,'+. {P.. Y , I _ , 4it t (r y •f +3 71 , t, 1. #fir,.f.." } r `t _, z t 7. t `$ <Y -.> ' `, c 5 , A' - < t r - S In, w a t � - ny i.. ,t f t, '*• }r 7 , ro 11, • 3 .y ". • N .,% a 4 r ` _ , 1.r 1 f, t i t , r 4 } t , ?^Y.' 1 } •rl t ✓ y` •-.t ;.. .1� f " t` A. } , ` , t tj i r }S Z. ,` f. t Y y r:�. _ y 1 ,I f Y k 1 �+�a - t� i rs �. 1 �(� i ` , ) , , :;` 94T Mam`S4reet Yarmouthpoit MAx02675 +i ~ e' Telephone/FAX 508 362 3450 E m if p @ � 't a bro et venzon:net s ,' , < r, , v O O O �O O O .O G O O FO' O f §,t y. - f '�'1 11 - t l4 ,•y i_.T _'"' in'� ` ! ', 1- C ,., _ J t ^ r r r 5 , 1 y , i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Z 9. Parcel D c D [V AppliVIC cation Health Division Date Issued I Conservation Division 1�)L 2 Application F 00 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation / Hyannis Project Street Address SYImV7, Village 91,36 Owner 3Z�2 zyMIX LZ-L Address /0 Telephone 6�1�,(-J- �,z6- 75,/Z, Permit Request ��tl�J7li0I� �4Jy Square feet: 1 st floor: existing oposed 2n loor: existin F proposed Total new 7906 Zoning District V13�A Flood in Groundwater Overlay Project Valuation Construction Type lwtL ;Q 44,"t4 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) e Age of Existing Structure 166d S Historic House: J Yes ❑ No On Old King's Highway: gYes ❑ No Basement Type: ❑ Full f Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new ZY Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: cal Gas ❑ Oil ❑ Electric ❑ Other Central Air: 0 Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial $Yes ❑ No If yes, site plan review# DOZ _/? Current Use / 'iQ11,�0�i�/lam Proposed Use �li� --a o APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �J/LL/�9�'J jlul/�L� Telephone Number Address /98 License # 30/U _ - cr ana Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /7/LUk7 SIGNATURE 1'1111w�J,4)1 DATE 7� .// 2, -/S'-,)Z— i t FOR OFFICIAL USE ONLY r APPLICATION# t DATE ISSUED ; MAP/PARCEL NO. ADDRESS VILLAGE S OWNER a is k DATE OF INSPECTION: G x l FOUNDATION r FRAME �— t 1 INSULATION ` FIREPLACE ELECTRICAL: ROUGH FINAL ! PLUMBING: ROUGH FINAL `•-} �r GAS: ROUGH FINAL *' ' FINAL BUILDING r , i DATE CLOSED OUT ASSOCIATION PLAN NO. I f PROJ"EC ADDRESS: PERMIT# � PERMIT DATE: M/P: LARGE ROLLED PLANTS ARE IN: BOX Ct9 SLOT Data entered. in MAPS on: program B Y: 1 I y ` PROJECJ , NAME:(�.,/2y/�1 • Gr` —�-i7 �d �-C m�Yl C A ADDRESS: z3 Z3 PERMIT# �57-- PERMIT DATE: ���/ Z- M/P: 91 — 0A 0 LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on: (o o 1p BY: q/wpfiles/forms/archive lima TOWN OF BARNSTABLE Date: ..........��..................:........ LICENSE APPLICATION O,�ew Application • a� . • 21 Renewal MAM `� 200 Main Street El Transfer �► Hyannis,MA 02601 � Other a `(508)862-4674 ► NO BUSINESS MAY OPERATE; .WITHOUT A VALID LICENSE ON THE PREMISES ♦— f r Name of applicant/corporation _._ _. .. � �1 _ ._... ._..._....__..__...---._...__-- Home phone#: � Address of applicant/corporation:t - ,, Business phone - ....__.....-........._—.... ' .-- _ -�. ...------_—-- _ r --- ------- -------- 41 ��_ <, i Busness phone Business location: ``_, Business mailing address,;. .....__._:................ Local business address: __............._............... ........_..-- ---...--..__..._....__.......-..................--- Local mailing address: �-�-�...—-- ----......-..........._..........-....-_.... -----..._..--=--=—------ -----------...------__..---- ----.... LICENSE TYPE: .... .....r `�":..� .&A.: .. ..................................... Annual � Seasonal HOURS OF OPERATION: 1__...__._ — .. FID#: � � Name of manager: /� /�% OA 7 eMail: _._._..._....._.._..._..---.....__......-_...--._.. ._.... .�� f--- -- - Local mailing address: .......... � �.-z ......... :. (�......................... ......... Managers ermanent mailing address: -' P 9 _ f_......... .....::.._...._<_._...--._......._._.__.-.._-...........-....._._......._._...-- ---._._._.....--------................ Manager's home phone#-Ole '`Business phone Name of property owner: ASSESSOR'S MAP/PARCEL#: ' MAP PARCEL List any flammable substance or hazardous waste used in business (specify): Applicants must ONLY contact the Building Commissioner' s office, (508) 862- 4038, the Board of Health office, (508) 862-4644, and the appropriate Fire District office to schedule inspections IF YOU. ARE NOT OPEN OFFICE BUSINESS HOURS (8.30 4 :30 daily) . Signature of applicant - .............................................................. ....... .......... .........................................................................:............................................................... Fo=Town use only REALE STATE TAXES PAID IN FULL PAYMENT AGREEMENT IN EFFECT ON IS THIS USE PERMITTED WITHIN THIS ZONING DISTRICT? YES NO INSPECTORS APPROVAL Capacity set by Building Division_..... — _ _ .._............_......_...._......_..._...__... ......_......_........._._..........__....._..........__......._....._._........-...._........._. D- Iin9._._... )� 1. _.�.�-r...._............ ..._ Date _oG.._-..._ 7 -...�_L..... Board of Health - -..._._....._..— --...---...-_..._._...__.-. Date __....--- _ ...._. .. Ire District Date Comments: White-Licensing Authority Gold-Building Commissioner Pink-Fire Department Canary-Health Division K. �t Sign • TOWN OF BARNSTABLE Permit * BAMSTABLE. MASS. 6 s 9.9�•opE a Permit Number. Application Ref: 201103966 20070635 Issue Date: 07/27/11 Applicant: GURNEY, WILLIAM H Proposed Use: GENERAL OFFICE BUILDING Permit Type: SIGN PERMIT Permit Fee $ 50.00 Location 3239 MAIN ST./RTE 6A(BARN.) Map Parcel 299020 Town CENTERVILLE Zoning District V B-A Contractor PROPERTY OWNER Remarks NEW 4 SQ HANGING&4 SQ WINDOW SIGN CC 5 ATM DIRECTIONAL SIGN NOT TO EXCEED 3' HIGH FROM GRND TO TOP Owner: GURNEY, WILLIAM H Address: 64 DAVIDS WAY BEDFORD HILLS, NY 10507 Issued By: k POST THIS CARD SO THAT IS VISIBLE FROM THE STREET t,lu1. ?9, 2 1 2, `7r'M N c61 F 2 +_r 4 f t Town of Barnstable ,1 b � . Regulatory Services 0121 • ■ARN6TA'BLe, � � MASS, � Thomas P, Geiler,',Director �- lam° BuNing Division Tom Perry, Building Comihissioner �� o 200 Marra Street, Hyannis,MA 02601 C3 www.town,barnstoble,ina, is V Office: 508-862.4038 Fax- 5.08-790-6A Permit _ CD Building('l 16d approving,___ Application for S4,n Berirut No. Dbiog Business As: C-V0- L _ Yeleplioi�e i1�a.w_ Sign]vocation -- -- Strccdkoad: --.-----►�vSs ly`Jte --=---- Zoning Distract,_ —_ Old Kings 1HighwayP ✓moo Hyannis Historic District? Y<b Property ' fVarne:__ .Md <N LC— Sign Contrac . Narne: Mailing Address: "— 3 56 L Description Please follow die ccivcr cli,'ectiojis.Yau must lave ail accurate location. rendition of sigl,with dime Iisions ;U)d cati a J Is the sign to be electrified? �4sk Y s (iVvte:I/pis, wirvlg permit is rec���;rcd) l e --- -- Width of buidiryg face_ � Ft,x IU— 60 `x,10= c Check one Reface existing sign_—_or New'tX Total Sq.11, of proposed sign(s) II yvu]m ve PkA5c attlell a.thee[Ifslittg earls oijc with dVncasions If refacing an existing sign please provide a picture of the existing jig»with dimcnsio:is, 1 hereby certify drat I am die owner or that 1 have die audloriey of the owner to make this applic,+Gan, di,1t t-he iiilbrrnaliou is correct a+td drat d1c.use:wd coustructiOn-shall conform io tlyc pro6sioiis o!' §240-59 through §2,10-89 of ate Town of B.irnstabl „Ordimmec. Signature of Owner/Authorized Agent: ate__ 4tr RUC/Ci(;T�t1?'Fnr i w � r *: e E u xa I i It I 5 f� * ... # 0"M in Hr ENTRANCE CUSTOMM PARM 24 HR. ATM ,r v- ft *10 w " . „ r p w. . i w 4K .*4 CUD IJulii-►liN' �# ' _ MUM • • o CUSTOMER PERMIT No. DRAWN BY DATE: MATERIALS APPROVED BY LOCATION: P.01 REVISIONS: SCALE This is an orginal unpublished drawing,created by Plymouth Sign Company, Inc. It is submitted for your personal use in connection with the project being planned for by Plymouth Sign Company, Inc. It is not to be shown to anyone outside your organization, nor is it to be used, reproduced, copied or exhibited in any fashion whatsoever.All or any parts of this design (excepptin�registered trademarks) remain property of Plymouth Sign Company, Inc. Charge for design without permission of Plymouth Sign Company, Inc.is$500. 0. i t� 4, ' ANTIQUES PURNITURE 4 COLLECTIBLESall I SHUT Cape a-ATM r:F Y. #aYA4 s� � O L.cJ D QMN gl o-@6 y�O I( O •Mm O � 3 ►�M��/ � O O ,�cW. CUSTOMER PERMIT No. DRAWN BY DATE: MATERIALS APPROVED BY LOCATION: P.0./ REVISIONS: SCALE This is an orginal unpublished drawing,created by Plymouth Sign Company, Inc.It is submitted for your personal use in connection with the project being planned for by Plymouth Sign Company,Inc.It is not to be shown to anyone outside your organization, nor is it to be used,reproduced,copied or exhibited in any fashion whatsoever.All or any parts of this design(excePPtmvregistered trademarks)remain property of Plymouth Sign Company, Inc. Charge for design without permission of Plymouth Sign Company,Inc.is�500. _ i +m Cam: ZZ, ,mod ...-.;`.,,• v+=c...ay.:,.,,,y,. ,... .'. "�•`,,.4 ..`"" ,xr. . a 41 119 L , +Mw 3y, '' ` _. . .. - -•err..' r 9v jE+. +k r C f y A © _ _ • • •wen • CUSTOMER PERMIT No. DRAWN BY DATE: MATERIALS APPROVED BY LOCATION: P.0./ REVISIONS- SCALE This is an orginal unpublished drawing,created by Plymouth Sign Company, Inc.It is submitted for your personal use in connection with the project being planned for by Plymouth Sign Company,Inc.It is not to be shown to anyone outside your organization,nor is it to be used, reproduced,copied or exhibited in any fashion whatsoever.All or any parts of this design(excepting registered trademarks)remain property of Plymouth Sign Company,Inc. Charge for design without permission of Plymouth Sign Company,Inc.is$500. . �jME Sign TOWN BARNSTABLE Permit MASS. � s6 ATFG N39. A Permit Number. Application Ref: 201005841 20070536 Issue Date: 11/10/10 Applicant: NAUSET, INC Proposed Use: BANK BUILDING Permit Type: SIGN PERMIT Permit Fee $ 75.00 Location 3239 MAIN ST./RTE 6A(BARN.) Map Parcel 299020 Town BARNSTABLE Zoning District VB-A Contractor PROPERTY OWNER Remarks CAPE ABILITIES Owner: NAUSET, INC Address: 895 MARY DUNN RD HYANNIS, MA 02601 Issued By: PC POST THIS CARD SO THAT IS VISIBLE FROM THE STREET /b TOWN OF BAR�STABt 8 Ate 1p: 10 of THE J down of Barnstable y``P �° Regulatory Service B'R'S`r"B Thomas F. Geiler, ^^ I TFD Building ]division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 Permit # WL5�rq I Building Official approving............ 41 AApphcation for Sign Permit tlpplicant:---- !/ �------------- r ___Assessos No._______ Doing Business As: 9.l' //Ifl --1c_,-e,,y-AV---O� _Telephone No.,S-OW- 776'-s'oY� Sign Location I -------------- Street/Road: rM_ J—�AB4 _ ------ Zonu7g District:--------- Old Kings HighwayP ONo Hyannis Historic District? Yes6D Property Owner _ Gv/11 ---------------Telephone:----------------- Address:_3s�a lY)FF�`v__ST2e�_�o�o�c_/OS _Village:_�f�IzNST�,�G�— a Z63a Sign Contractor Name:__ P{�c ---------Telephone:,,:� Mailing Address:_ 3--- Description T Please follow die cover directions. You must have aii accurate rendition of sign with dimensions and location. Is the sign to be electrified? Ye� (/Vote:JI'ycs, ,I pYirt»g permitis recfuirerl) Width of building face __f4_--ft. x 10 =_yG6 _ x .10 Check one Reface existing sign_ or New----- Total Sq. Ft. of proposed sign (s) If you Have a&Y1,661Jal signs please attacl1 a sheetlisti»g each 011e Yvid1 dlmerlsions If refacing an existing sign please provide a picture of the existing sign with dimensions. I hereby certify that I am the owner or dial I have the authority of the owner to make this application, that the information is correct acid that the use aicl construction shall conform to the provisions of §240-59 through §240-89 of the Town of Barnstable Zoning Ordinance. / Signature of Owner/Authorized Agent:__ - '-� _ Date_ --- - - / 1 � «s `x. yy11 :� Ca e Abi l ities - P CONSIGNMENT .i � -THRIFT- ANTIQUES FURNITURE COLLECTIBLES -�s..�. � ®16.4 i�lFl. 1J � •1 IMF ' I i p hk 1 IIiT: Vim' d i Y ja r + _=� 'f�SIGNSTyson APPROVED BY. THE ABOVE DESIGN IS THE PROPERTY OF CAPE AND ISLANDS SIGNS AND ~ ` MAY NOT BE DUPLICATED OR USED WITHOUT EXPRESS WRITTEN CONSENT • CHARGE FOR DESIGNS USED WITHOUT PERMISSION' G500.00 r r, a , , « ^ r y r R r. G7": aQ t � w , r G \ Y sii t ' f /r ,• ,.. ca ice.?'. .., _ E \ E€ z^ i 4 w � r s o, a< a \ � Y r r f ,^z m m Of \,AW �• y F \ \ an lyM a .. , >.� ,.�^ ^.<; �^\ _.ram, E \ .a €- \ \ .,. ., .,. F�,.... ....,,,,:.,. .,.....e ..,x.,. ,....^. , .„': \ ,.. _. .s,,. \ .,.... ,_ .� � .. ..,!: ", is ./, ';> ,:�"i•tie a Barnstable Assessing Search Results Page 1 of 2 Home:Departments:Assessors Division:Properly Assessment Search Results New Search � �` New Interactive Maps>> Owner: 2010 Assessed Values: 3239 MAIN LLC %3239 MAIN LLC 3239 MAIN ST./RTE 6A(BARN.) 2010 Appraised Value 2010 Assessed Value Past Comparisons Map/Parcel/Parcel Extension Building Value: $377,700 $377,700 Year Total Assessed Value 299 /020/ Extra Features: $121,000 $121,000 2009-$678,500 Outbuildings: $6,700 $6,700 2008-$678,500 Mailing Address Land Value: $226,600 $226,600 2007-$678,500 3239 MAIN LLC 2006-$678,500 %3239 MAIN LLC 2010 Totals $732,000 $732,000 PO BOX 108 BARNSTABLE,MA.02630 2010 REAL ESTATE Tax Information: Tax Rates:(per$1,000 of valuation) Community Preservation Act Tax $150.87 Fire District Rates Town Residential Barnstable FD-All Classes $2.43 $7.77 C.O.M.M.-All Classes $1.26 Town Commercial Barnstable FD Tax(Commercial) $1,778.76 Cotuit FD-All Classes $1.56 $6.87 Hyannis-Residential $1.82 Town Tax(Commercial) $5,028.84 Hyannis-Commercial $2.88 W Barnstable-All Classes $2.28 Community Preservation Act 3%of Town Tax Total: $6,958.47 Construction Details Building Property Sketch &ASBUILT Cards Building value $377,700 Interior Floors Carpet Property Sketch Legend Style Branch Bank Interior Walls Plastered Model Commercial Heat Fuel Gas Grade Average Plus Heat Type Hot Air Stories 2 AC Type Central Exterior Walls Wood Shingle Bedrooms 00 Roof Structure Gable/Hip Bathrooms 0 Full Roof Cover Asph/F GIs/Cmp Living Area sq/ft 2,610 Replacement Cost $555,445 Year Built 1750 Depreciation 32 Total Rooms Land Gross Area sq/ft 3,594 CODE 3410 AsBuilt Card N/A Lot Size(Acres) 0.38 Appraised Value $226,600 http://www.town.bamstable.ma.us/assessing/2010/displayparce110map.asp?mappar=2990... 10/19/2010 y� F gg 777-, 3 z HOURS z Monday-Saturday10a n � pi r m-4pm 1 i 41d f fq } r i DATE: Tuesday, Se tember 28, 2010 CLIENT Cape Abilities +° CONTACT: Maggi Tyson PHONE: FILENAME: Cato APPROVED BY: 103 ENTERPRISE RD., HYANNIS, MA 02601 :• o •-•• e e e e 508-815-3437 ' • ' " •° y f ' Cape Abilities • CONSIGNMENT � I1MI � -THRIFT- 14 { _ t a 3' x 51 CONTACT.DATE: Monday, September 27, 2010 CLIENT. Cape Abilities . . .! Tyson - • SIGNSFILENAME: Catl APPROVED BY: • "' "� •• THE ABOVE DESIGN IS.THE PROPERTY OF CAPE AND ISLANDS SIGNS AND,MAY NOT BE DUPLICATED OR USED WITHOUT EXPRESS WRITTEN CONSENT. `CHARGE FOR DESIGNS USED,WITHOUT-PERMISSION.' $500.00 ., °f,.s� � r .ta> i �. $ �� '�' .. � _��1�� _ � a ,� i� y a q�eS Y� � 3 ,,� �� as� `�" y !w a t � { E i. i i � � �,���� E��, �` r � `"r �1 � �- � � � .� -;:�, 'r `t✓fit' r ,� .� a f I��;: � � �], rl .r. � it t. eye ��"� x }�rr �'e ' �c�� � � /���: c�, ��`""� fE r .���• �v £'sue �S -''` r '. S w.r? 4;'1:,4' �4 � �� �:ap ; ��0y �k,� �'ix5�, :. �. �` Pik � ,� � as E � "�-�� � }" � _ �•;` � � xs.�,„ h'sr�� �-�, . RJ��f �ii If,l � � } �i ��i� if' � i .� f � t id ' ,. ,Y E ^'� %rza .. • � :.0 } ,.. .. � � j � _�'''�'rx �`� � .'�� a- _ � � b � � ��� j'.,, �r r..ac.a, -.�... a ,y w.w '.. Y v w. � �� � r � �� �. . a. A „ t a ai ur = � k fit- �' ,r,� r `. i� � .:, .,; � � x:. � � (p, � ��r � � � 3 {/rye/� r ,, i ;' � ,,� a mac» �;;, „h . . � '� r :.,- �=- „' T. �.__.z � �, ,A a.�-- _ � �,r _:. ., 5 _. 'rye'.. •r�:.: ,.. r ..., g` .. r:::mm.,.� �,�_.., _ .. :� >,., ,- b -... � A .. �, \ -.. .„ �^ .,«.. � � � � �.,, e , " _ � .,.,, ....'�� ��K ors .. ��' � � �. :.:..., �.�. '�m .. \ �z .,; r;., ,., � -, .a E k �.'' `: , � �3 ,x =. . . �_ .. �� ., ., ....� Y;, ��• 9v �. � ., � 4.fS «,:yQ � q. .. E .^ - _;�.. .. .� \ ..;. i �F.�., _ .,....�.. "e� e - � _,. .; - .. .:. �« _ V F » , �: �� w, a_ F _ 11 s w }} s a r .a w� IN } Y : f � a t t h l �-�� =32�9 P+iainStreet. r fir.°�� a A- w a 004 � nsw liffiJOA l z';�-A, -pow .............. { 9 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map o? �z -SF Parcel Da® Application# b r� Health Division" Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee V �� Planning Dept. ' Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH i (' Preservation/Hyannis I Project Street Address � � z.� �2�e � �•`Z �' �t., � VillageAv� ,�b1�. Owner`_6�,m\c or AtY%c_e-cP, Address '? 3q I U-\,,\ Telephone -3i�p Z�► SCE Permit Request A A, �k Cvv .k A-0 '1Ze_R 0 At_4-. 20 0 0 Ly4-1, .k 4n WNq-" &>cc�i Square feet: 1 st floor:existing proposed 2nd floor:existing proposed_ Total new Zoning District Flood Plain Groundwater Overlay r= Project Valuation '40 om Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes,attach supportinglAvcumentn. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) ' Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highw y: ❑Yes Flo Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new I Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count I Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ' ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use1L Proposed Use 1bPW1.c, BUILDER INFORMATION Name � oas�rt4 ;'Scv�S �aA� ..�.A-L Telephone Number `7�1 :3� � �►Z� Address i12(a ltAA..; S;raei 7 License# 10 �-9 w�ua� r k! • OZ, 19-0 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO �:_.A. 6 0 SIGNATUR DATE a � f S f i FOR OFFICIAL USE ONLY �PEIlMIT NO. f NXTE ISSUED r MAP/PARCEL NO. t y ADDRESS VILLAGE OWNER k Fg3. 4 - DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL I , GAS: ROUGH FINAL r FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable Regulatory Services r � Thomas F.Geiler,Director �AtF1 MA.S p e Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I cpfR,y�- N A o'vl Mt0 as Owner of the subject property hereby authorize _0, L A ZT V't7LLO,.'Z to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) c `, q Signature of Owner Date CA" N pr ran M Print Name Q:FORM&OWNERPERMISSION TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 299 020 GEOBASE ID 21108 ADDRESS 3239 MAIN STREET/RTE 6A ( PHONE I BARNSTABLE ZIP i LOT 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA i PERMIT 80485 DESCRIPTION 47"X36" BANK OF AMERICA PERMIT TYPE BSIGN TITLE SIGN PERMIT i CONTRACTORS:ARCHITECTS: Department of Regulatory Services TOTAL FEES: $25.00 BOND $.00 �tNE CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE * v MAS& 1639. BUILDI G D VISION BY DATE ISSUED 11/08/2004 EXPIRATION DATE i Town of Barnstable oFz"E r°wti Regulatory Services ` Thomas F. Geiler,Director ASS. ' Building Division 9 ��' 0a b s6g9• � iOTEp Mpy a Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Tax Collector Treasures: Application for Sign Permit Applicant: awg d'e Assessors No.M)9;P a;7�?!5? ' 47r 40'00 Doing Business As: Rogx1K Lor Telephone No y 0 d 63--1161>- Sign Location 12 ,39 /A/ S ram. Street/Road: e Zoning District: Old Kings Highway? Ye o Hyannis Historic District? Yes/No Property Owner Name: J�'/k'<S7 /t��r'Z '!� /� ,� phone: lD Address: y ��� � � Village: Sign Contractor Name: ax Lj_r S145 A/ 00. Telephone: Address: ° Village: Description Please draw'a diagram of lot showing location of buildings and existing signs with dimensions,location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Ye oD (Note:If yes, a wiring permit is required) I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: J4iF A71996 ate: 1l 62 Size: 4 7 jr,)( �/ Permit Fee: We,g' LC,--k1S7_1A1 c Sign Permit was approved: "A"S Disapproved: Signature of Building Official: Date: 0 3ignl.doc rev.122801 Signchart, Page 4 of 21 Exterior Recommendations Site Number: 002614 Exisiting Signage Sign:No: 001 Sign Type: Pylon t Face Material: Flat Plastic Graphic Material: Vinyl Height: 47" `` + -3 Width: 36" Depth: ` fi Overall Above Height 107" Illuminated: Non Illuminated Electrical: No Power Required Wall Material: _ Proposed Signage Action Code: Reface F. Sign Type: Custom I Description: Custom Wood I Pylon Reface 1 Required Site Work * , Message Face A: t � BOA full color tier 2 Message Face B: t BOA full color tier 2 Restoration: Perform utility locates and verify setbacks prior to fabrication/installation.Install new signage using p=k r existing primary electrical.Verify if additional circuits are _ required for new sign.Restore ground material to base of new sign. Comments: Custom reface existing sign face w/like material.Background to be opaque champagne metallic.Refer to design control drawings for fabrication details. Fabricator to scale artwork to match visual appearance shown in photo morph.Field verify dimensions of Pylon prior to fabrication.***Use existing pole *See last page For Legal Disclaimer Monigle Associates,SignChart http://www.signchart.com/boa/print/print_eng.asp?site_id=1592 10/28/2004 CUMMINGS SIGNS 543 Ej*M"vrey Park Ortve.NashviBb,Tanimsmw 37210 P7tne`ffinW-240 July 27,2004 Doer Pem it Officer, This 1cftr shall swve as andwrizsaion for M Group to oct as out repmsantetive in mdan boa for obt inmg sign permits duitg the Bank of America and FleouBoatoe Fitumcial maqW and thairsip Program- Cummings Sign Company►vi11 be walking wish lacai sift oampm ics in yoat matkrt area fat insnllatiott of all atgnage. 1f you Have any questions,please call me. 'hank yaq for you time and Mort, r gs Si� 543 Expressway Patio Drive Nashville,TN 37210 Phone#1-SM 489.4043 ext 255 The Other Home Or The Signs You Sae Most I 1 Fleet Global Work Place--New England Region MADE 10015A 100 Federal Street,Boston MA 0211O 617.434.5844 Fax 617A34.5841 Dear Permit Officer, As you may be aware,Hank America and FleeVBoston Financial will merge and become Bank of America on April 2.2004. One very important part of the merger effort is the installation of new signage on all Fleet/Boston Financial Banking Centers. We will be removing all old signage and installing new signage with Bank of America's identity. Bank of America(or Fleet/Boston Financial)has authorized Cummings Sign Company to act as their legal representative to assist them in their efforts to implement this narnefbrand change. Cummings Sign Company will in turn be working with local sign companies in your market area for installation of all signage. If you have any questions about this letter or the information given to you when our team members delivered it please feel free to call me. Thank you, LW Roland Ban ie Manager of Approvals and Permitting For Fleet National Bank Phone#.617.434.5844 Fleet �,ilAu[t►prity_cumrt►ings TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 299 020 GEOBASE ID 21108 ADDRESS 3239 MAIN STREET/RTE 6A ( PHONE. BARNSTABLE ZIP LOT 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 46463 DESCRIPTION FLEET BANK - 11.3 SQ. & 13 SQ. PERMIT TYPE BSIGN TITLE SIGN PERMIT I CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services IBONDL FEES: $50.00 t1iE .00 'CONSTRUCTION COSTS $.00 Qi► 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE P "AYE" ; * ■ARNSTABM MASS. 039. A1� Ep bpi BUILDING DIVISION f DATE ISSUED 06/01/2000 EXPIRATION DATE j of rq � The Town of Barnstable Department of Health, Safety and En4onniental Services BARNSI'A" Building DivisionKAM 11. 9 1 367 Main Street,Hyannis MA 02601 �'�Fc r�r►i' Ralph Crossen Office: 508-862-4038 Building Commissioner Fax: 508-790-6230 Tax Collector Treasurer Application for Sign Permit li `i'G% --rl /6� /�3�y�e r Assess Applicant: No. ap � PP •cant: Doing Business As: Telephone No. Sign Location Street/Road. Zoning District: Old Kings Highway' o Hyannis Historic District? Yes/No Property Owner Name: `C elephone: � Address:- �,�c✓s��� Village• O a l 6 ' Sign Contractor Telephone: Name: Address: ..�g�� �a �� �V��: av�i/o- 7 Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yes/No (Note:If yes, a wiring permit is required) I hereby certify that I am the owner or that I have the.authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized,,cA,Agent Date• ���3/�lO� �eaj —�2 `��3G '/ " �/ //1 6� tl �3_, t Fee: oZ � 4 7 A 1 Permi ei,Wc.T���/S .ems p�.�c1���/� by S Sign Permit was approved: Disapproved: Signa ture of Building Offi Date: Signl.doc rev.8/31/98 r A TOWN OF BAR �+iSTABLE SIGN PERMIT PARCEL ID 299 020 GEOBASE ID 21108 ADDRESS 3239 ROUTE 6--A (BARN) PHONE Q Barnstable ZIP - 9 LOT 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 22897 , DESCRIPTION BANK OF BOStON(2 SIGNS & DIRECTIONALS) PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: } and Environmental Services TOTAL FEES: $50.00 INE BOND $.00 CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE * ; * BARNSTABM • MASS. �► OWNER 1ST, NATL BK OF YARMOUTH i639. ADDRESS %BANK OF BOSTON BOX 724 BUILDING DIVISICF BOSTON ON MA BY DATE—ISSUED 05/06/1997 EXPIRATION DATE f/~ The Town of Barnstable -2 ri t t Department of Health Safe and Environmental Services • ,��,z. • De art P . . . . Safety KAM Building Division . ses� ,� 1 9 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Application for Sign Permit Applicant: :3;0•i 13C Assessors No. j°1— tsa6 Do' Business As: SJIN ���K Telephone \of' � 3j Sign Location Street/Road: 3-) A l Zoning District: Old Dings Highis-ay? 6)N-10 Property Owner J � Name• rwC �,S-r4 Telephone: i �IS_5" Address: Wo nI.A Village: i Sign Contractor Name: e/U �.I<< � �C Telephone:( Address: >136 i54j2X)4[AE AL,4- L r- 6(,-U/_, .Village: Description Please draw a diagram of lot shoeing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yes/No .(Vote:ff ses, a cvhinffpermit is required) _ I hereby certify that I am the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: Date: Size: Permit Fee: Sign Permit was approved. Disapproved: f Signature of Building Ofhcil?� Date: `.� r! LEGEND 4•-W MUNICAL PARKING Ao FOM My � 8'-0' 1• '1 Rr FIRM2 3�/8' FW PARW �, �M IBAOO61BUfF �T RM b �� BankBoston RS .IA� PA RSL RENOYE•SAVEID60 • �, LMH-AG NOW ILLUMINATED LETTERS&LOGO SIGN E02 12•=1'-O' V✓� �y ATTORNICEY'S OFFICE °i 4•-0• 1/4' 1 1/4' n �- BANK, E02 B III j.DING nn yT :4 yT �p LMH-EW NON-ILLUMINATED LETTERS&LOGO SIGN rot MAIN STREET F PF-3 PYLON SITE PLAN N.T.S. SIGN E01 1/4'=V-17 -TOP VIEW -TOP VIEW Li-TOP VIEW 423/4' 2'-O' 4' 2'0' 4' u 1'-0' 3' /• 2'/ ­E SG1-9 REPLACEMENT PANEL 6 SIGN 102 3/4'=T4r _ @ FINAL GRAPHICS TO BE DETERMINED A BankBoston VNet NETWORK NAME&SWITCH IDENTIFIERS — - m � 1? 2. SIGNX01&X02 SINGLE DOOR OPERATION/DOUBLE DOOR OPERAnON ELEVATION (SEE VINYL PROGRAM( SIGN E02 PL-1 PLAQUE D SIDEVIEW SIGNXO6 DPD-2 Off DIRECTIONAL GRAPHICS TO BE DETERMINED DPD-2 D/F DIRECTIONAL OPS-3 S/F DIRECTIONAL SIGNX03 12'=1'-D' SIGN E03 1/7.1'-0' SIGN E04,EOS,E06&E07 UI-1'-P EXACT LAYOUT,COPY&STYLE T.B.D. EXACT LAYOUT,COPY&STYLE T.B.D. OTYA EXACT LAYOUT,COPY&STYLE T.B.D. LOCATION#: 177 BANK# 1 FILE: B-0177.CDR PAGE: 1 OF 1 REVISED: 00/00/97 XXX ®ACME WI LEY CORPORATION =PADDRESS: 3239MAINSTREET SITT:TYPE: B DATE: 03/17/97 scALE: AS NOTED SIGNS AND SYSTEMS ATE: BARNSTABLE,MA RC# 8433 DRAWN: JM DIRECTOR: 2480GR®iFAF AVE ELK GROVE ILLINDs WW ,d QUERY PERMITS : QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 10/30/97 PERMIT NUMBER 10342 PARCEL ID 299 020 3239 MAIN STREET/RTE 6A PERMIT TYPE BELEC WIRING PERMIT DESCRIPTION INSTALL RECEPTICLES/BANK OF BOSTON CONTRACTOR PERMIT FEE 25 . 00 VARIANCE STATUS C COMPLETED CONSTRUCTION TYPE 753 GROUP TYPE APPLICATION 09/14/1995 EXPIRATION VALUATION 0 . 00 DATE ISSUED 09/14/1995 COMPLETED 09/18/1995 DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ (P) REVIOUS/ (C) ONTRACTORS/ PR (0) PERTY/ (I)NSPECTIONS/ (H) ISTORY/ (F) EES/ (A) RCHITECTS/ (V) IOLATION/ (E) XIT QUERY PERMITS : QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 10/30/97 PERMIT NUMBER 22897 PARCEL ID 299 020 3239 MAIN STREET/RTE 6A PERMIT TYPE BSIGN SIGN PERMIT DESCRIPTION BANK OF BOSTON(2 SIGNS & DIRECTIONALS) CONTRACTOR PERMIT FEE 50 . 00 VARIANCE STATUS Q APPROVED CONSTRUCTION TYPE 753 GROUP TYPE APPLICATION 05/06/1997 EXPIRATION VALUATION 0 . 00 DATE ISSUED 05/06/1997 COMPLETED DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ (P) REVIOUS/ (C) ONTRACTORS/ PR(0) PERTY/ (I) NSPECTIONS/ (H) ISTORY/ (F) EES/ (A) RCHITECTS/ (V) IOLATION/ (E) XIT QUERY PROPERTY: QUERY END QUERY PROPERTY PENTAMATION----------------------------------------------------------- 10/30/97 PARCEL ID 299 020 GEO ID 21108 LOT/BLOCK 1 DBA PROPERTY ADDRESS OWNER 1ST 3239 MAIN STREET/RTE 6A ( NATL BK OF YARMOUTH oBANK OF BOSTON BARNSTABLE BOX 724 BOSTON MA 02102 PHONE DISTRICT BA DEVELOPMENT STATUS C ASSESSOR' S CODE CAPACITY (NOTES) ZONING DIST/ZOC VB-A SEWER SYSTEM FLOOD PLN/ELEV. WATER SYSTEM OKH? Y ## BEDROOMS ZBA DECISION FAMILY APT LOT SIZE 16552 . 8 OPER/MGR NAME WET LANDS MULT ADDRESS USE 341 PROTECT DIST (N) EXT / (P) REVIOUS / NO (T) ES / PER (M) ITS / (V) IOLATIONS / (G) EOBASE / (E) XIT This value is not among the valid possibilities I r Assessor's office(1st Floor): /� Assessors map and lot nu % 0 a O Jl` �a�TH E to` {Conservation Board of Health(3rd floor): 2 ssar�Tanct swage Permit number rua gineering Departmen "(3rd floor): �o i639• House number Rio air Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only` t TOWN OF BARNSTABLE �A 0\2 r� BUILDING INSPECTOR APPLICATION FOR PERMIT TO � ,m , TYPE OF CONSTRUCTION _/q B TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: ( ,�o Location t�X ak 4�&S�b� fZ WdA A 1 rA nc� Z 39 � 6/A j 6Z 1� �A b ''�°� Proposed Use T A Rk �k",N A c/-, g ;s L 6 Zoning District r Fire District 1 =r Name of Owner -r--- -/�M,C 01 D/M� Address Name of Builder` I Pfl�(� �C��St?"( .e,rQ Address '' C t 4 Avu- !,avc� Name of Architect 1 OV Lk 4 �t l S Addres0 z(, A i L ��i Number of Rooms Foundation F&At k'l1 P-A .9f AC t Exterior �( kt�6ttl Roofing t�P �� ��►-tC'< ` . Floors A R$f 1 t t- Interior Heating t-l C-L• Plumbing Fireplace Approximate Cost Cl Area Diagram of Lot and Building with Dimensions Fee r— JJ U OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Nam Construction Supervisor's License JK. OF BOSTON I No 34866 Permit For ADD RAMP & ENCLOSE A.T.M. Bank of Boston Location 3239 Route 6A Barnstable - ,. Owner Bank of Boston ; Type of Construction' 4B i Plot Lot I i Permit Granted March 4 , 19 2 Date of Inspections'-�?0 19 Date Completed 19 n M1A r a .l ADDITION p"rwr TOWN OF BARNSTABLE 34866 BUILDING DEPARTMENT Permit No. ................ TOWN OFFICE BUILDING Cash 7 Ml 1 .610 '�tauv► HYANNIS.MASS.02601 Bond CERTIFICATE OF USE AND OCCUPANCY Issued to BANK. OF BOSTON Address 3239 Route 6A Barnstable USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID. AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. July 23 92 l Building Inspector c� e Asssor's map and lot 'number ..... /...�7 :. J.... Y ETo�y r /® • _ r Sewage Permit number ... ...�...... . .. . .<• �.. ......... . ...... q Z BARNSTABLE i House number ........................... ..:.......................... y� MA86 TOWN ' OF BAR.NSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ... } ?. -?....TO.....13!L71) .............................................................. TYPE OF CONSTRUCTION ...W. . ...........E(2-.A. 4. 1.)F.............................................................................. f y ................Z o.....................19.. .L TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ......R� i ........L..A......... P'f'.. 1�. �wr`. ...................................................................................... ..... ProposedUse ..... .1 k�t'�.L.L��..G!'......... .........................................................................I............... ...... ZoningDistrict ............................ .........................................Fire District ............................................. Name of Owner �......A4.611q....S..1......... y Name of Builder" Address .....3....S.5........5.L t.... ........N'LB�') Name of Architect .... PLp k!7"..°�... .1./�f✓J.C?.0 r.S!. Address .!/.1� ZM44T.........1 ...1.{................... Number of Rooms ......�} �P"I :.1 :. � ..................................................................Foundation ........... ....1... ................. ...................... Exterior ... ......... Roofing ..... � ��1"1'✓}`� / ............................................... ............................... 1_ Floors ..... ... . ... ....................................... ............,...................................... Heating ........r .InE.C.—1.rz(.............:.................................Plumbing N.P.N.1........... .......... .... .......................................... Fireplace ............. .I.111.%(.. ...............................................Approximate Cost .....................5..�................................:....... Definitive Plan Approved by Planning Board ---------------__-_-----------19________. Area ........................................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH `N PODMON °2a + OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. / l/ Name !`.... ... Chi � '17 OLD COLONY BANK 24635 ADD TO BANK No ................. Permit for .................................... WOOD FRAME ............................................................................... Location ..Route................... 6A........................................... ti Barnstable ................................................................................ Owner ....Old ...0ld...C.o.l.o.ny....Ba .....nk ..... .. .. .. . .. .... .... ..... .................. Type of,Construction ...............Frame............................ .........I..................... .......... ........................ Plot ............................ Lot ................................ Decembe�r'- 10', 82 ..Permit Granted ........................................19 Date of.Inspection ....................................19 Date Completed ........ . ...................19 �. -�- Assessor's map and lot number ......... � ........ .......... Flo- .fC Sewage Permit number y� -.......r7j. . .®....,?/. d'....9 ze C b.*-,j o /,w. '-fW 1,G6r. T"E.rU54�r- �`; TOWN OF BARNSTABLE i BARNSTADLS, i 90 "6 a, DU-1LDING INSPECTOR O�OMPYa .� APPLICATION FOR PERMIT TO .......... Q.c:! -.................................................................................. TYPEOF CONSTRUCTION .................. !/OL? . ...... /4 ................................................................ + .............1913 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...........46.i ........ r............ ........... 1!!l J .J......"..` %...................................................................................... AA�� ProposedUse ................: ................................................................................................... .................................. ZoningDistrict ................. ......�...�.....................................Fire District ........ .................................................. .P. N�� �IR}WI�- o ddress Name of Owner ...................................... .......! Ill! .......... .......... ..t`�1!+I1 a1Nt�Y' f�i� 1 �L L �lf��- / ��tfJ �/G4s S Nameof Builder .... ........ ................................s....Address ........... .. ..r..... . ............,.......................................... Name of Architect ........ <46 C-C.......Address �(fu-' P�� ....................... . .........................................Foundation ..........E ��Ll� / Number of Rooms ......................... .... .......... ...................v........................... Exlerior ........ v( ......�/ /dtlCrL�5.......................Roofing ................ 51 ` -.1....................................... . Floors ................9 1r......................................................Interior ......................, ..LL-........................ -� Heating TM + .C=c _~ .........Plumbing .................. ................................................ _ ''11 Fireplace .......................t(/.0..................................................Approximate Cost ............ ��... ... ... ....... Definitive Plan Approved by Planning Board ________________________________19_______. Area .............0.............................. Diagram of Lot and Building with Dimensions Fee ........ .:............................... SUBJECT TO APPROVAL OF BOARD OF HEALTH � CLAA r 4 --7 SY I hereby agree to conform to all the Rules and Regulations of th a e regarding the,above construction. Name . . ...........� First National Bank of Yarmouth No Permit for __..�Tou»oel / ...............=r�+�---'^------''f-v^--- �� . D��� ' ^"`"."". ----........-............---------..Barnstable ---------:...................---------- � C}vvnar --- Bank..of � ------------------- �� Type of Construction ...............frame-----. ----.-.----------..---------. Plot ............................ Lot ................................ � ` | JoJ� �� ' �-� Permit Granted --� ~ Date of, Inspection ../6 Date Completed ... ' . ` . PERMIT REFUSED � ----------^---------- ]9 .---. ��----.-.----------------. -_�----.-.~----------------. ~ ° � .------------------,-------. , ---------~------.-.~.--.----. � Approved ................................................ lA ' ' ----------------------~---' ` -------------------------^^ ° 1�" � ~- x�r -� Assessor's map and lot number ............... Sewage Permit number .......................................................... %.THE J.14 TOWN OF BARNSTABLE DARNSTAIM M AOL M& 639. BVILDING INSPECTOR A. ........... .......... APPLICATION FOR PERMIT TO ...... ..... .. .... TYPE OF CONSTRUCTION ................................. ........4,141M ............................. ��K............../I .. TO THE INSPECT OR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .............. ......... r/....K40-e---Ej.................................... ProposedUse ...................................................................................................................... ...................... .................... Zoning District ....1-11-1-10MC-11.4..............................Fire District A A 4),.................... &F tZ wfd:44 7W Nameof Owner 14F.1,9.1.7.....A/Al.l. r;ese/..................................................................................... No-me of Builder ...Xez... Address .....j5...04. J... &.................... Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation .............................................................................. Exlerior .,...................................................................................Roofing .................................................................................... Floors ......................................................................................Interior .................................................................................... Heating ..................................................................................Plumbing .................................................................................. Fireplace ..................................................................................Approximate Cost .................................................................... Definitive Plan Approved by Planning Board ----------------------------- Area .......................................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the T14ownf.,Batrable egard g the above construction. Name . .... .......................... .............. ............ .............. First National Bank of Yarmouth l Permit for demolish gara No ........... ........................... :3 ....:... :.....:...................... .. ... Xain St Location • Barnstable ............................................................................::. First National Bank of Yarmouth Owner ....... ...............:.:............................. Type of Construction frame Plot ............................ Lot ................................ August 1 73 Permit Granted ........................................19 Date of Inspection ..t......./.............19 Date Completed .... . ......I..3...19 PERMIT REFUSED ................................................................ 19 ............................................................................... ................................................................................ Approved ................................................ 19 ............................................................................... ............................................................................... ARCHITECT: RENOVATIONS TO THE BUILDING OF: PETER 6. BROWN, ARCHITECT 947 MAIN STREET-UNIT a YARMOUTHPORT, HA 02678, 3083623450 t� �w9pw- 9 LL ('A' _ ENGINEER: MAC INNES CONSULTING 3239 MAIN STREET EAST SANDWICH MA 0$537 BARNSTABLE; MASSACHUSETTS 808 274 20911 El i i i i i i i DRAWINGS: 77 X-1: TITLE SHEET L-i: SITE PLAN A-i: FIRST FLOOR PLAN A-$: SECOND FLOOR PLAN A-a FOUNDATION PLAN A-4 NORTH AND SOUTH ELEVATIONS A-II EAST AND WEST ELEVATIONS [■M A-9 BUILDING SECTIONS A-7 WALL SECTIONS A-8 SECTIONS AND DETAILS A-9 FRAMING PLANS 4 IA10 A-10 ROOF TRUSS PLAN ^°-- - - VIEW FROM MAIN STREET F' t� - nva na. IF PROLECT NO. 4.13 DEVELOPMENT DATA F3239 MAIN STREET,BARNSTABLE,MA. CONCEPT DESIGN SUMMARY AP 299/020 NEO • EXISTING PARKING LOT RELOCATED TO THE AND REDUCED IN 5'ZE FOR EFFICIENCY AND !•6P 0i'BHpy•• REDUCTION OF IMPERVIOUS COVERAGE (1' G5F REALIZED) REGULATIONS AND STANDARDS:LOCAL ZONING BY-LAWS • DRAINAGE IL•1PROVEMENT5 A No.1828 • BUILDING ADDITIONS OF NET SQ FT. ITEM REQUIREMENTS EXISTING PROPOSED WAIVER r USTOEN.NIS. • EXISTING EXIT DRIVE It CURB CUT 15 REMOVED M RE9'D yf INCREASED GREEN SPACES 4 LANDSCAPING 1 I A I N STREET USE REGULATIONS:ZONING DISTRICT ZONING DISTRICT'VB-A'(VILLAGE BUSINESS) "M 0i `+ USE REGULATIONS:OVERLAY DISTRICT GROUNDWATER PROTECTION DISTRICT I I N I LOT SIZE 10,000 50.FT. 15,259 SQ.FT. 24,392 SO.FT. I I H♦;t,/57 (y �fPUo(' LOT WIDTH MIN.100 FEET 101 FEET Ip 1'FEET 70 v1n70L 9.Y15TIIQIG u3 GRANITE cuRe cups rtE LOT FRONTAGE 20 FEET 102 FEET I07"FEET I I FRONT SETBACK 10 FEET 10 FEET Ia FEB•T' aAdlTEl ape AREAS ASPHALT 1 30 FT.TOTAL/NOT<10' 25 FEET ASPHALLTT _ AREA&BULK SIDE SETBACK {I F13iy� BRICK APPROACH BRICK REGULATIONS 20 FEET 82 FEET IBRIG� WALK WALK I REAR SETBACK �I Fk'tY' I WALK I- cRFSE ester — — -- — — 556'20'4O°E 50.00' 63.60' S56'26'40'E _ v s.. �• �e BUILDING HEIGHT MAXIMUM 30 FEET ZE+FEET (2 STORIES) T1; ut �,s ONE PER 300 5 G.S.F. r m I L,.A. I PARKING REQUIREMENTS 10.4'i — � ZV L.S.A. - ONE PER SEPARATE SUITE 14 SPACES lA 59twE5 m — �/ , a: \ I PARKING SETBACKS FRONT --FT. 76 FT. pjZ I'.,/• I SIDE 10 FT. 4.5 FT. Q•;T'r • I REAR 10 FT. CD FT. 0.0 FT R N \ BUILDING COVERAGE MAX=-% 11.9% ZZ �) WALKS Bc PAVING n M., COVERAGEs7.6%D 3 3231 MAIN STREET MAXIMUM• qm _ I / MAXIMUM LOT MAX=25% 69.5% BUILDING FOOTPRINT I 11 COVERAGE AREA-*3225 50.FT. m 4T I j I LANDSCAPE - 10 FEET SIDE+REAR P I. E 13R�Y Fes_ V REQUIREMENTS LANDSCAPE BUFFERS '•, g AlWN E1D 22.0--- - I OKH LOCAL ----- - , i HISTORIC DISTRICT HISTORIC DISTRICT V V • •'ll — NOTES. LJ / W. 1••'• Z I.LOCUS KNOWN AS LOT 20, MAP 299, AS SHOWN ON THE ASSESSOR'S MAP OF THE TOWN 6 I o S4 COUNTY OF BARNSTABLE, COMMONWEALTH OF MASSACHUSETTS. m I �'• - 2. AREA a 15,259 S.F.OR 0.351 AC. j u z \\• YfFS`(-CLGOfZ I I 3. THE LOCATION OF ALL UNDERGROUND UTILITIES HAVE NOT BEEN SHOWN. UTILITY f 1\ GLyvi(fME7 -_ I INFORMATION SHOWN 15 LIMITED TO VISIBLE UTILITY HARDWARE AND UTILITY MARKOUTS 1({ AT THE SURFACE AND DOES NOT INCLUDE SUCH ITEMS A5 SUBSURFACE PIPING, UTILITY 19,0' t 2(•4 2 i I LINES, ETC.BEFORE ANY EXCAVATION IS TO BEGIN, ALL UNDERGROUND UTILITIES SHOULD .\ BE VERIFIED BY THE PROPER UTILITY COMPANIES. CONTROL POINT ASSOCIATES, INC. DOES NOT GUARANTEE THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA _ EITHER IN SERVICE OR ABANDONED. P/UL-4C-Ar1 O i, — 1 III' _ I I / \ 4. THIS PLAN 15 BASED ON INFORMATION PROVIDED BY A SURVEY PREPARED IN�-^' ___ _ I•�L„Lp I FIELD BY CONTROL POINT ASSOCIATES, INC.AND OTHER REFERENCE MATERIAL AS LISTED ' I T•• __ I__ CJ(=� 1 I HEREON. C= i O 554.35'16°E - - — S. T R 15 SURVEY 19 PREPARED WITH kEF ENCE TO L EPAR BY ICAGO TITLE INSURANCE COMPANY, COMMITMENT NO.295I-25080, WITH AN EFFECTIVE DATE OF 5/31/O9, Ir'-•' �j1( 10.00 WHERE NO SURVEY RELATED EXCEPTIONS APPEAR IN SCHEDULE B, SECTION II. O.I LLII 1�11 GVr _ v' I 13.3't ,I 6. BY GRAPHIC PLOTTING ONLY PROPERTY 15 LOCATED IN FLOOD HAZARD ZONE C(AREAS q = I 1, I OF MINIMAL FLOODING)PER REF.02. a .GP{•yv ARL'p p j//LSI ". - �-- ' 7. THE OFFSETS SHOWN ARE NOT TO BE USED FOR THE CONSTRUCTION OF ANY STRUCTURE, FENCE, PERMANENT ADDITION, ETC. I`•• ��Zo FF LEGAL DESCRIPTION Q O v LOT 20 MAP 299 !•M('Inot.Lbr?D N/F .T,f TOWN C COUNTY OF BARNSTABLE MAP 299 LOT 21LANDSI q {.b+•t9 o�FtgST*car(. I °'QON COMMONWEALTH OF MASSACHUSETTS 0 WF LDS OF g y �r11<:..nC>'/�faM•2rt'1( Stw� �j]'(IX �. CHANGE SWIFT, LLC I a ! ( ><]7 VCL7µ DS �a BEGINNING AT THE NORTHEASTERLY CORNER OF THE PREM15ES BY THE COUNTY ROAD AT L= IlI1LI1U1 01 01 BK.22952, PG.9 N I c LOT AREA 39103 50.FT 11 1' —r AFV_A.'•:tWZSq: CMG P��IF-� �I?�v LAND OF THE BARNSTABLE FIRE DISTRICT;THENCE m'" I LIu'L 11(VIF.11'IuI I' F m I V I ry�1�(, ap¢u WESTERLY BY SAID COUNT?ROAD ONE HUNDRED AND TWO FEET MORE OR LESS TO LAND WA L�Nm FORMERLY OF ED14IN 5.PHINNEY, NOW OF DAVID SEABURY,THENCE %101 G$0 F gLFM'PSTm2 —_ z '///n---vvvr�TT rj �/�� 1`�P{L61i. iCIFiG I zQ SOUTHERLY BY SAID SEABURY'S LAND ONE HUNDRED FIFTY-ONE FEET MORE OR LE55 TO I"' Oaj-7 (- - {��'� Sm THE LAND OF THE COUNTY OF BARNSTABLE;THENCE 1�'T i 3 EASTERLY BY SAID COUNTY LAND ONE HUNDRED AND TEN FEEL MORE OR LESS TO LAND OF THE BARNSTABLE FIRE DISTRICT;THENCE 9 / NORTHERLY BY SAID FIRE D15TRICT LAND ONE HUNDRED FIFTY-THREE FEET MORE OR LE55 10.2' 3 20.8' 3 i P:EI,vCATv Qy�Li!ul-�' I TO THE POINT OF BEGINNING. ;; I• '� •V-6 / I 0 A(D L AND EXCLUDING THEREFROM SO MUCH OF THE PREMISESTHE IR SHOWN NA LOT 2 ON A OPLN OF LAND IN BARNSTABLE, MASSACHUSETTS FOR THE FIRST NATIONAL BANK OF 7ARMOUTH••DATED MARCH 12, 197S BY EDWARD E.KELLY, REGISTERED LAND SURVEYOR, a {0 RECORDED WITH SAND DEEDS, PLAN BOOK 296, PAGE 82 AND CONVEYED IN A DEED THE 0 16 FIRST NATIONAL BANK OF 7ARMOUTH TO BARNSTABLE FIRE DISTRICT DATED MAY I5, 1975, G iL 9K15Y ZAi I I RECORDED WITH SAID DEEDS, IN BOOK 2203, PAGE 108. b ZONING INFORMATION I / 10.4' �_ ` I VB-A(VILLAGE BUSINESS A DISTRICT) ' PER TOWN OF BARNSTABLE G r I I. Ra �teuT' 1 , \ ITEMS REQUIRED G— � � e �. � �� _ I MIN LOT AREA 10,000 SF / MIN FRONTAGE 20' Oki N54'35'25'W 60.00' S7.66 N54'35'25°W — _ — _ MIN WIDTH 10' I�1 GRA55 \� 100,00' N54'35k5°W'�, — MiN FRONT YARD 10. AREA II — —— — — — — - MIN SIDE YARD 30'(a) GRA5569 AREA MIN REAR YARD 20' .\�• MAX BUILDING HEIGHT SO(b) l^ Q V MAX LOT COVERAGE 26% RC1. Aew E.0-P. ° T14E MINIMUM ALLOCAT ON OFOSUCHTAL YTOTAL RESULTS'ARD SET BACK IN SETBACK OF LHALL BE 30 E55 THANE 0 FEET,D THAT.NO Vt w §Y - EXCEPT ABUTTING A RESIDENTIAL DISTRICT, WHERE A MINIMUM OF 20 15 i9 REQUIRED DRAWING NO.: CONCEPTUAL SITE PLAN fj b. OR TWO STORIES, WHICHEVER IS.LE55ER'' 1Q 1 U- — —— — - _ NOTE.ZONING CRITERIA A SETBACK LINES EDIDENTRIED 14EREON ARE BASED UP. SAME MUST BE / 53PRELIMINARY 6 � Zo Style 1'0" REL NARYAND —20 \ CONFIRMED WITH LOCAL ZONING OFFICIAL'AND LEGAL COUNSEL TO CONFIRM VALIDITY MOIL=no. �+s ROOM FINISH SCHEDULE ROOM FLOOR BASE WALLS CEILING NOTES No, NAME MATERIAL - 8R0 10, L0eeY/3TAR /e'x 1e1 r%a e/a 01,0 r x I ---- -- vmL-TEE '3POP05A.W 3UePOVED Q 2 PANT'} o PANT® ACOUST.TILB—RETITAL N*� ?_8 8 102 CARPET ?%3r�eAA3c e/r OWe r xauaPcaED n No. 18 F- SPACE O PATITED a PA*ITED ACCU3T S EAST DENNIS, h 103 CORRDOR +r x+r IV V2+TL s/a awe r xauev4. oo MASS. J Wm TIIZ ♦PANT= =T.m i S 405 YrO14E11 1r x V 4'V"m e/a OwS e/C OWe q�TH OF MPS VNYL TLE _ •►AMTt9 R. 40w ME" 1r x Q *VNYL e/C ova &V 01.6 VNYL TILE a � •r 201 LDWY/3TAR g x 1a IF x a 6/a OWe rr x w VIMTI..E COMPOU'OED au3POI DED PA11'TED A PAIRID ACCUST.TLE =2 NEW RENTAL CARAT r x Y �,01.e r x It SPACE .SP�4A& _ PANTED AV-110ACCWT -------------- wo CORRDOR 1r x tr 0 Y"rL e/r 61.1 r xaL.L3v�fleD Vfm TLE e P AC.QleT.TLA I I 204 %%3mm 1r x qr •VNYL e/a Owe 6/acorvo�inoeD VNT'TLE CGIP�OUDm LPN •PAnTED IMSTM 204 CLeAMM 1r x 1r 4'VNYI_ e/a Owe e/a awe 9 YrfyL�'L clommuceD L PAnTED >1¢1 Pe 1nTID I I _ 204 MEH 1r x 1r 4'VNYL e/a&Ws e/e'Ot.D VMTL TLE L P�TID TO Kff OM 11AL DIRMOMALL L PANTT9 FrISH A H 6xUT1Y0 ExTT7RfOR I F!lD1/AND TRIM-PATCH ALL 6xb BTRLx:TUtAL WDOD MATERIAL MOTP-5c OPO#i63 AM 3L3MINCe Cs3Ed AND PANTED '0 VNYL PLOORNO SHALL DE BY 1MM MTOM,OR 00"' AS POIlOWS 4NM TLE SHALL BE'WALKWAr LMXUtY TLZ- rIMPM TIE SHALL W'3eLRAT CCt4MEACwL. •STAR TREADS ASM RISERS SHALL eE MO.280,TYPE C'. I - R7^1 PLATTORMS$HALL MATCH TREADS. - - - - - 1 L!L U D STAR 3KIRTE0ARDS SHALL.eE 3/4 HOOD TRIM STOCK •- A CARPET SHALL-SE 00MMIMCL&L 6RA0E'SELECTED by THE ONTER W T1 PADL U �y 2 RL1ER�e O Q nTERIDR AND ok CA ExTER10R M'DON AND DOOR 7RFI SHALL eE A3 SHDIVM ON THE DETALED DRAWf10S. REGVE E7LL3T71a STAR AND :. O PATCH OPEM10 n R_OOR ALL PNWE3 G PI-011 4' I 2� ALTERMATE ESRRAtlCV 1� COHMECTING RENTAL J - - SPACES - - -- i - I �cxmR (I 1 / 1 0 ri d r---� mw AL SPA= I o Q V _ 9 6/a GWe I 8TP2L ENCLOSED 32x3 TIOSe'3P�Y �DRAWTIO CAmwuLLY DEMOLLY/moSTna I = ¢p O'rn' - I WALL E%TER10R PNL3H AM TUM I M L `w� PATCH a^' eLEM� 3 AM 2%6 DL..00x2'16 OPP1lK1 N WALL.N'D"STALL V V _ MEW AND W 3 AT 1D'OC STEEL ccukaiSTR1ICTURAI_ Pwe-T .COHVOUDCa I I I AT Q>rTTI� Mi 0l1� I i txe K.00e:la - 2x4S7lDe r a i $1/r SOUARE STRUCTURAL - o TTEE CL CXm — - 3tAPORT3 STAIR e/a NT11t101es AT 7 S/I E MRCRD a 3PQOeAW BE RJ!-U TD a ON a PRE-CAST AREAWAY coleimoR WA" as Ea.., EouAL ew r•r 4r4 e`-2' ew I y-Ky 3 1/r acLk*AE 3TRUCTL4tA- 301V r'4' STEEL COL.JMN . + - E WA a IY3ULAT 2x3 STTD WALL IOM AT QT�tIpR wALLt AT cool + ~ e/a CDx 3FEATHnO TYPAR WRAP :Aetai_E SDN6 FIRSTFLOOR ��WA1. P=Tm PARTTT,o„3 To RZMAPk "°„r°' STEEL GOLUMI`I DETAILS: "'Z''''a PLAi`I: "4" AT ALL Tl�� - EXISTHO PARTTTIOMS TO eE RC•10VED: _--_-_ �Y ALL O�UMOM M ALD pptok TO COM�MCMO COM�TRUCTj0M HEW PARTRTOPLS: awes PROLsar We. WORA„M CAIIOPY COLLM BEYOND - . - 4 4/4 PAXM WB DID COMiMJIXA STEEL RAILS-fd AND SV ABOVE RAMP FLOOR.HEIGHT •I 4 THICK COMCRETn RAhd•PIYCH - TO BE f IN 4r-BROOM Ft(&+' - . REtfORCE RAMP W/6X6 40/40 - OALVAMMD WELDED WRE MESH - _ TLWJ=DOWM MO FW=T BAR001131113 - V BACKR.L aNADW ARM WITH . I I 1 1 ajI=71RAL FL L,COMPACTED - J� i I - IN d LPTa TO VB% .. j1 11 Ir RAL-E%T0431ON-TYPICAL ..�. II 11 I I I 1 I I - I I II I III�-----------------------------------------� d nEac BY as Dew ...., �,.:..:.�,.�.;..,.:...,..,.. _•:::;....-.,.......: 11 II II Pill BARR11M TO REST 1 1 I I I I ON UMO191I PBED EARTH 11 II II 1 II MOTO FIAfDitAB..Suw.. BE PMRKATED OF OARTMOUTI4 RALl16 3r3TOA-MAtiFACT1R® BY PIT=MLLWOW RALn63 aHALL BE Ra 60350-WITH 4 A/E SCAM SALU37MM AID PIP610 I NEWELL POSTS AND MPTC6 CAP84RAL aMALL MOT ALLOW OB=CT LARWR THAN A'DAPRTLR TO PABB THROUSII OPORM ' �' RAMP 8ECT10N r-1 rljj--i -__i�-======---------=—=-- --=--� CONSTeRxUICST 1'AW PLAT7�oROrO�P_ III U_li� --Z'RT �IA.'G "R7GRTEQS� III AR190LJaI1 PARTTT1 A AS AT n I _ I 'I I AC 6/d CLDI ROOF v Rum R I ill _ F�NI PMIMWW LI-DIS�B� Jr_r- 4D1�71D CARLratr'RtEBER RCIIOP ii i E185TWAb-MTALL TWOr4_J i III � IXw 3KYLISMTS 11 U - 1 I aI®ROOP OVER 6-BY OPP ` I II@ MA04M ROOMIni FLAT . TINtR ROOF OVER EiTti" n� r� 1.1-J L�U 1 n A n u e a a n l e Inalm"FULLY \Lr,�sy j_ 1 u l A a B a n u l a �In I ALUMROO 3'GUTT 4/4 Fes+;FOOT O .. ����T� O 1 1 A Ad 11 I A A B I�1 II n I p Iln co _-__ 0 a 0 B B n A p Iltl ( nn ❑ f- 1 0 II u a 1 tl II n 411 LYi� - - - - - \� L REMOVE E=TM STAR q AND PATCH OPRIM n FLOOR ALL.FINISHES /yam TO MATCH E%ATM - UZ ALA ISI IRLAN� UITAL aPACE6 com zxm 8 - . 1 Ohl- 1L --- 1 1 I S,T1J_I C.OLIN49,SEE DETALA ORA a tswiftiffrAL. y`Y Si-9lai^JN g. MACINN'Es �.. a _ I No. 413 I1 F ASTER N A L ENv WOW I=ESCAPE STA R- - - ' a=OETAL DRAWME r�QGflAARC /l Q • Saw EouAL aid xr 'O`Q71 dw 74 sw �y�� 'gyp r0 No. 1828 mom PwAm 001'ILT1=Tim TO AT ALL TIC �pl � BAST DENNIS, y DRAWING IOU SECOND FLOOR �Bl.�, , TI."�'I �ALL. N LLD VJMTM PARTITIONB TO REMAl1t - ,. Q. NIAss. G�J _ v v-ra pt P - .. #'CLAN: rinole ro col�ll�na'a oon.�nA�ueTion E>na79,®PART,T,oITa To BE REMovm _______ _ q<rH®F a, SS m . .. 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"a FULLY ADHERED RLWER ROCIPM AT CAMOPY 46 TREADS•,P.,43' PLATFORM WDTM q-3' TRRM UP,C L CBR WALL aHMGLBS 7X40 JOISTS•,6.OC-TAPER TOP OF - - JOIST 4/4'PER FOOT 2X6 MT BLOCKM•W oC SE ED ARch/TF s �` G 8 C Pvm um®m W� �T' a W M MfiTAL EDGE aTRP Q' 'iV� � BY ROOFER o No. 1828 F wHrte ALCM GUTTER EAST DENNIS, h _ 0 MASS. J Toro FACIA LL�A�TH O06 F MpSSP` TYPICA CL TREA"f X C ff VVI /T B,/T AM DECKBOARD3 03 BAMD w/4110 JOnT AT CEMTER 'IX�_ C43nG . • nTUf MNCRAIL 4 IX,O W/,/T COX GRT BEADBOARD ALLM HISADER t 34X42 aTZRIGERS U42 PR=BOARD 6X6 PT QtTB AX,O JORl 676.OO CROa9M@AD TRM FROM ZXYfI.A811® Ta RR HH W/RALVJ a IM Hr" i- HAM6ABiS AT LpDGBR FOISTS W OCOLLM swam%Tpxxi&-Tm /P -PM CAX11WTCM O-TTTB' THeRMn-Tstu s'axa-rx,a/4 DOOR aPPaOM 1TsZ WOOD COU"SAM PeMtO iHOOT6Bffi logo POUCATCMBPOSTS aC E1lL WIAJTQL - TYR.R BRCA ASK T PZAHOLO • IFCOI•K GLAD W/6x6,O/,O GALV WWM RBIIFORCM BROOM FRUH + I + r HE�gNTT TO�M�TPAD �� �v`J, ' 1 1:: � .•1 t ACCI:aBDI.a RAMP ... 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I'I -nt�—�I=unnnnnn'-'—=I-itliiliili imililniiiwlimiiiiliiiii n ■■ m n/Inrrinm _ u mm�umnr= rI11.rI1111r11 =I■=�' =nnmunlnl mmm�uml onnmmunwl► I -' -umnulrm- _numnn mmnnnnnrmnnmm� n_—_.IR oolnrutnnll-1■i■!i=ruln/uln/n,-'■■■ —lwntwur— ■i■ —nrnnwnnn Rwntunum ounulHunnnurl I — ■■■ � —I■i■I .� _I 1=nuuoulrn= !S —nnnnln nmuuumnurmnnum /IInIrInll. Irnlrin11rR1-I =ltlll/Illllrrll— -=.UrInUrI11U I ■!=IIw11tIrInlp 1111HIIU/In111 nIw1111/IIIIw11t11 L. I rI111w.1.n= ■.1■ --II/111II/II I/IIIm111.Ir11111/111II/IIIIII .� _ ■■i' I ■ii � ri■i mnnnnnn nnrmnrrm�'I—Jmuunuuul_——��nmm�nnn.._..I`� ._._nummm�n nnnnnnnm unmanlrnmm�l un., I �C—�nrrunuul_._. `J�umnm nnmm�uol Immunnl — 1111/IIIU■IH IIrr111rrlll/11111/IIIIlrr111rI111I/IlllulIIII/11111/r1111111t1/IIIII/IIInrInllr1n11r1111r Ilarlllminnrlllllrll I/IIIIIrl1111/II IIr111m11111rI1111r11trllnl. I null■IntIr11111■Ilnl/IIIIIr11nIr11 I■HIIm11111r11111 Inl/Intl/IIIIII(IIII/IIIII/II IIIIII/IIIrHI f■ fI�I .IIIII�I I-r llltl-r�ll l.l-t II1/II.1I/lIiIIlIl.ItrRIltrl!tI:/llI!l:II■lI/:I:II/1!.I:/L1.'1:I1.I1/l1i11/I!.1:I/1II1!Ir.11/!1l11rI1.11/R/./11I.1/111/III.IrIllrrlrlWl.Ill/IIIII/IIIIIIINWIIII.ItrlrIIlIl.lIt/lrIIlIl.lItrlrIlil11111/1rII1I1I1II■1/IIIIlIlIt■l 9Il1l1n1rl/I1I1I.LIrlr11ltltlItrlr111111111r1/11I ■IrI/I1Illlllmtllltltlla/r11l OImrll I11Ur11111rI1nIIHIII IIIrI/RI1IIIlU/�II.I tIrIIA, rIIl II/(IIIIrlIl1l1UlH1111t1/r1111.11rIr11t111/III/I.1//III/IIIlIIIUIIIIrIII/11IrI1I1III1I II/llIlltllt/1rIIlI1U1'/I/IIIIlIl 1llr11l1ltlIlrl1/1I1ltt1.rl1MaTr111t1r IIIlItIlIrIllltlII111111111/1.IlIIrlittle tl/.1H ■Il 11 II111111 :/•71t.I 1 !• t � nP : Rr! /� ! ! YIvI 1 IIIIrl 1111I111■IH11I' llII - MISS - - - 1111�111/IrI1111r111I1/IIIII/II I I I _ i PROLECT NO. 4d5 �1 xni 68-02-00 pp 30-06-00 22-00-00 7-01-00 8-07-00 TdG RAFTERS AT 16'OC DE I-A IEN 1 A SHLNGDIECKI G,RC<-CARE G UPIDERRIP EXISTING AND SHINGLES{AREFULIT STRIP EXISTING S Ij I i ROORMG PRIOR TO STARTING NEW OVERLAY ;I C NI I 1I o XISTING BUILDING j _ I� ! I I I� � I II SY� � I U. it I 5 : I b ,P C Cj \ ICK VAL EY ER I TIN F 'I is f Lf— oiLl,I� 1- 15 " I j I 013 o5 15!, O l 0 012 I _ I I I T I m 01030 Wm 30 I i I I R II a s I II 1 o O n F-0 oo, U m - 30-06-00 30-04-00 7-04-00 68-02-00 al l all 1 ow o o PJO. 182S C o FAST DENNIS, w O :. MASS. ory < � a �qQ- @ Ki. P DRAWING NO.: j A.40 - FUJr�� !%,t-I Erb Gcii�iT�, r►�iss yT WS N ECG t-t .1 Dl sO7, of « �iL-r- iy I ---------—1�!.-- p�II J-z' a.t�G i N rig K. i _- P s�t-� � � 2. 2 x F iL.l.6R ��KS`� � •��"-(Gt-( r� ; _ .. <a:�, I I _l.1�� �y� �'Tr(� "�ji�.__ i , - g<1,1�w7 � . i FIF�Ef�+t1y�r I i�1L.,4,7 . 1 a 41 P> O E O.L _ � _� it 71 2AU ' ��> �IrC-mot-'i•R-(t��t ice'� S2Es Gti i7� F �;�' .�J ;� --4F NE - !.t Gi•.: ��� T+-�'K. �'.1 G{��'T"� c aiv, watpt� U T ! d TLev - y M ; �114-1 r��� l t fzr�TG►-�t� TG�F -- ��-R �T = i � �rriri>i -"t-LLF;p ; Ai �'.. ri Ca- �.. "14yt- � '�TR� �✓�CTFxKIC�� '��i--j'r,N� U?'.1C7��-' --t i��. %'�M`Tl�',.�-T Tt� i"'1�-..:.M �?c!�j i�-;..=rt �.-�l 1.f 11 N r►� . T,71 r � i F ?u� _".�'t �'Y� -rtC��t-�. .. .. 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