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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 August 3,2005 Centerville-Osterville Marstons Mills Fire District Attn: Officer Francis M.Pulsifer 1875 Route 28 Centerville,MA02632-3117 Dear Officer Pulsifer: This letter is in response to your correspondence of June 7, 2005 regarding two bridges located in Centerville, one at 212 Elliot Rd.;the other at 37 Broken Dike Rd. The reference which you have sited, 780 CMR 1028.3 Testing and Certification,refers to fire escapes and bridges which are connected to buildings. This section is not referring to bridges such as these. Enclosed is an excerpt from the BBRS web site for the Commonwealth as supporting documentation. This is a reminder for owners of such buildings that need to have these tested and certified for structural adequacy and safety. I am not aware of the agency that would be responsible for actual bridges but if you have any questions feel free to contact me at the building department office. Sincerely, i Thomas Perry Building Commissioner CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT DEPARTMENT OF FIRE-RESCUE&EMERGENCY SERVICES 1875 Route 28•Centerville, MA 02632-3117 1976 508-790-23809FAX: 508-790-2385 John M.Farrington,Chief Martin O'L.MacNeely,Fire Prevention Officer Craig E.Whiteley,Deputy Chief Francis M. Pulsifer, Fire Prevention Officer June 7, 2005 Tom Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 Dear Commissioner Perry: I have recently received information relative to weight spe ' ications for two bridges located in residential areas of Centerville. The following are th .addresses and weight specifications: 212 Elliott Road, Centerville 72,000 lb. maximum 37 Broken Dike Road, Centerville 20,000 lb. maximum For life safety reasons, the fire department has interest in the weight restrictions and continual preservation of these bridges to ensure structural adequacy at all times. Both of these bridges are on lots that have residential buildings being built as of this date. Relative to 780 CMR 1028.3 Testing and Certification, I am requesting that you forward a copy of the affidavit your office should receive, on five-year intervals, from a structural engineer, certifying structural adequacy for these bridges. Additionally, we would like to see posted signs for weight limits if possible. Your anticipated cooperation is appreciated. Please feel free to contact me at the Fire Prevention Office with any questions, Monday through Friday, between 8:00 a.m. and 4:00 p.m. at 508-790-2380. Sincerely, Francis M. Pulsifer Fire Prevention Officer "Commitment to Our Community" ��%� AA I? OTT 0, A LET' Locus mv LOT 5 SC&E 1 2�00 ASSES.". _LOT 7 —0. AESS, AAEA N-Y LOT 2� LOT no OR 1.5 I—El Li' 0 4�11 LOT I PLAN OF LAND 11 (H—S)T. E. '6 BARNSTtLE, MASS. BARNSTABLE PLANNING BOARD 4- All N J. W= &CARL S. RIEDELL SC-1 �ID- ' SC.L11AS DATE AS_S-1 I IT... TERED—D SURVEULRSE YORS 0 TERVILLE.MASS. CehletV11 /e M- MMI I ��I I I If•1 f J 1�1 I I' I' 1�, I%' , f J If•I I IC. I I I ����/ ` ■�-�•'i�i. /ii��/I% .mow s�s��.�� ` r�� .•_-�� /��� y � „■ 1 •1.1 1' 12.8 ► ♦oO_oOQ0�1I�� 1uyb 1. 'r' ► �� `� r � �I0000�i0000� A ���� � � ��.� 1 ����i► �.,ol 1�r.2 E hit►. �'����`'��Ij,����`�q�!►�<'. I �y'� ��.�--_ ��� C � � � �,,-��.'a� r� 1� �1! r�• A•�Q,Q, �ra 1�.i �./w�•fl�� j 1 1 i ;R �� � 1�, /�' i1 ��! ��� ��r �`��J�y►� 1 v. ' � '71![�• `"�j' �\ r 1• ,. 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"�'' '�`�"g'i'" �''•F` �- wF �r >�,,, �, r i�'� � j' 7, It } y � s s..Jy ! r }79r .p� '� 5, � ',�'y��,yl'y ..� � #-�.� I r• � Ul °�. Ii p .,k* F C d _,iC' y •. M Sl ley? 'Lj '" •'� ,_ R lP — pY rat. MALM e , �� Ci M� S �����r� � a� ,S� �; , � � Fr {. • � i ' � � � ii 3 :} 1 ' I r 1 _ 1� . 4 . _ J, � .. '� t f .. -. d,, r �, - "'� c + � ,� a 4 ,s ia, k � � �. � - � i .. �. ' 4 r - _ 1 � • � .. G f e ., i .. '. ,. .. } �. P G G 1 O r' 31_=1 1 1 —22-20(DO f2 i 1 = 45 We, ALLEN J, WHITE of Hyannis, Massachusetts and CARL S. RIEDELL, of Osterville, Massachusetts, for consideration paid and in consideration of ONE AND 00/100 ($1.00) DOLLAR, grant to CARL S. RIEDELL of 778 Main Street, Osterville, MA 02655, with QUITCLAIM COVENANTS , a certain parcel of vacant land situated on Elliott Road, Barnstable (Centerville), Barnstable County, Massachusetts shown as LOT 6 shown on a plan of land entitled "Plan of Land in (Hyannis) Barnstable, Mass. for Allen J. White & Carl S. Riedel]" by Baxter & Nye, Inc. dated 12/2/93 and approved 12/13/93 and recorded in the Barnstable County Registry of Deeds on December 21, 1993 in Plan Book 499 Page 81. For our title see deed of Allen J. White, Trustee, et al dated March 8, 1994 recorded in Barnstable Deeds Book 9106 Page 1. WITNESS our hands and seals this 4U day of..' I'W14^44" 2000. �� � A11en:1. a Car S. Riedel STATE OF COUNTY OF ovs k�c,- DATE: Then personally appeared the above-named All . White and acknowledged the foregoing to be his free act and.d6e1d,befor�ii�iie NOT Y P LIC My omn sion Expires: STATE OF ism- ems+ COUNTY OF 6A cA,1, DATE: Then personally appeared the above-named Carl'S` iedell an acknowledged the foregoing to be his free act and deed, bcef�ore j NOTARY PUB My Commissi n Ex PARNSTAMr.REGISTRY or Drns r BF o 09106-0001 94-03-22 3:32 U7504 DEED We, Allen J. White, Trustee of Elliot Road Realty Trust under a Declaration of Trust dated December 28, 1989 and recorded in the Barnstable County Registry of Deeds in Book 7113, Page 151 and Carl S. Riedell, Trustee of Eden Lane Realty Trust under a Declaration of Trust dated December 28, 1989 and recorded in the Barnstable County Registry of Deeds in Book 7113, Page 156, both with a mailing address of P. O. Box 979, Hyannis, MA. 02601 for consideration of Less Than One Hundred ($100. 00) Dollars grant to Allen J. White and Carl S. Riedell, Individually, as tenants in common, both of P. 0. Box 979, Hyannis, MA. 02601 WITH QUITCLAIM COVENANTS Z Q the land in Barnstable (Hyannis) , Barnstable County, Massachusetts, bounded and described as follows: Being Lots 1; 3, 5, 7, 9, 11, 13, 15, 17, 19, 20 and 22 shown on a plan of land entitled, "Plan of Land in Barnstable (Hyannis) , Mass. for Allen J. White & Carl S. Riedell, Scale 1" = 401 , April 13, 1984, Rev. July 30, 1984, Baxter & Nye Inc. Registered Land Surveyors, Osterville, Mass. " which plan 4- is recorded in Barnstable Registry of Deeds in Plan Book 410, o Page 21 . r ' The purpose of this Deed is to reconvey said property to the grantees as tenants in common in order to vest title to all of the land shown on said plan in the grantee as tenants in common. Said land is also shown as Lots 1, 2, 3, 4, 5, 6 & 7 on a plan of land entitled, "Plan of Land in (Hyannis) Barnstable, Mass. for Allen J. White & Carl S. Riedell" by Baxter & Nye, Inc. dated 12/2/93 and approved 12/13/93 and recorded in the Barnstable County Registry of Deeds on December 21, 1993 in Plan Book 499, Page 81 . WITNESS, our hands and seals this 17 day of March, 1994 . Elli Road ealty Trust By: 2/� Al en J. it Trustee Eden Lan Realty 11:511st,-_.y «� Carl S. Riel BPa09100-0002 34-03-22 3:32 117504 COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, SS, March 1994 Then personally appeared the above-nam Allen hl'' eA, Trustee as aforesaid, and acknowledged the for g ing ins 'ume :pP to`�i be his free act and deed, before me, tip. OF o ary Pu lic My commission expirers: A !A, 11 " COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, SS. March d , 1994 Then personally appeared the above-named Carl S. Riedell, Trustee as aforesaid, and acknowledged the foregoing instrument to be his free act and deed, before me, / Notary Public P b :,,r'4.�G. c My commission expirii64: • I):\data\users\djw\whiteTr.dee a BPe-09106-0003 94-03-22 3:32 #17504 TRUSTEE'S CERTIFICATE I, ALLEN J. WHITE, Trustee of the Elliot Road Realty Trust, with a mail address of P.O. Box 979, Hyannis, MA 02601, on oath depose and say that : 1. I am the present sole trustee of the Elliot Road Realty Trust under a Declaration of Trust dated December 28, 1989 and recorded in Book 7113, Page 151 and that said trust has not been altered, amended or revoked; 2 . I have been directed by all of the beneficiaries to reconvey the land conveyed to me as said trustee under the deed from Carl S. Riedell and me dated December 28, 1989 and recorded in Book 7113, Page 155 to the said Carl S. Riedell and me for consideration of less than one hundred dollars; and 3 . The said beneficiaries of the said trust are and have always been the said Carl S. Riedell and myself. Executed this 8th day of March 1994. THE COMMONWEALTH OF MAS CHUSETTS Barnstable, ss March 8, 1994 Then personally appeared the above named Allqp J. White and made oath that the foregoing statements are true o the best of his knowledge and belief before me, X4 / • n� Motary_pu is •� My Comm Exp: M (LCP /l /99(� '� • ', 1 t •. BP909106-0004 94-03-22 3132 #17504 TRUSTEE'S CERTIFICATE I, CARL S. RIEDELL, Trustee of Eden Lane Realty Trust, with a mail address of P. 0. Box 979, Hyannis, MA. 02601, on oath depose and say that : 1. I am the present sole trustee of the Eden Lane Realty Trust under a Declaration of Trust dated December 28, 1988 and recorded in Book 7113, Page 156 and that said trust has not been altered, amended or revoked; 2 . I have been directed by all of the beneficiaries to reconvey the land conveyed to me as said trustee under the deed from Allen J. White and me dated December 28, 1989 and recorded in Book 7113, Page 160 to the said Allen J. White and me for consideration of less than one hundred dollars; and 3 . The said beneficiaries of the said trust are and have always been the said Allen J. White and myself. Executed this eo�L day of March, 1994 . COMMONWEALTH OF MASSACHUSETTS Barnstable, SS. March 1994 Then personally appeared the above-named Carl S. Riedell and made oath that the foregoing statements are true to the best of his knowledge and belief, before me •J: 4 Notary Public My commission expires:/Ifi&l,3�-, x Q . C 4f h ' J/ r whiteTr.cer BARNSTABLE REGISTRY OF DEEDS The -onlnwn ivealth of lllassach usetts Departinent of Industrial Accidents Mce allayestlgativos 600 Washington Street y� Boston,Alass. .02111 Workers' Compensation Insurance Affidavit �niicant:in ortnatioXn,�- _- '/ :�•i ease/PIt name: YcJT1�S 04--- �r! L ��f�� ` O/C F location: city C. /-1-rK V —L4VQg[ (4 3-2 ohoneT I am a homeowner performing all work myself. " I am a sole proprietor and have no one working in any capacity I am an employer providing workers'compensation for my-employees working on this..job. a comRan,v name: _. y address: cih,• - phone 9: insurance co. ❑olio # NXI-1—am a sole proprietor, Deneral contractor homeowner(circle'one)and have hued the contractors listed below who have tfTe followiH2 workers' compensation polices: OIL, c m an. name: address: —ze'i%YJ �' cih: 'LI��JL• //? Jo ( 2(tl 3�" phone#: � l insurance co policy# b. comuriv name: address city. phone`# insurance co 'oolicv# ?Attach additional sheet if necuu_n Y_ ' �' _ � R � Failure to secure coverage as required under Section 25A of�tGL 152 ci,n lead to the imposition of criminal penalties of a fine up to smoo.00 and/or one veers' imprisonment as N ell as cis it penalties'in the form of a STOP WORK ORDER and a fine or S100.00 a day'against me. I understand that a for coverage r•eriftearion:'' � vInvestigations of the D1. o cop- of this statement ma• be-fory+arded to the:C'(fice of _ - I do hereby certifi'under the e aloes of perjury that the information provided above is true and correct. ' Sienaiure �� Dace Print name /� l LJ � � Phone ofricial,use onh do not'�ri.tc.:in this area,t•o be completed by cite or town official air. or town: permitAiccnse# ol]tuilding Department' C' a' �L nsing Board' ic,e 0!checl if iinmediatc response is required .C]SClectmen's OfTieF �. 0Healih Department• contact person phone ft rl0ther 71 fr 0i ..k % < Y 2002 SUBCONTRACTOR'S INSURANCE BAYSIDE BUILDING (L) ACADIA INS. CO. CPA 0073409-10 (W) ACADIA INS. CO. WCF 0073406-10 ENGINEEER: BAXTER NYE & HOLMGREN: (L) TRANSPORTATION INS B2000 466 3141 (W) CLUETT COMMERCIAL TBD WELLER & ASSOC: (L) NAT'L GRANGE MUT. MSP45246 LAND CLEARING: PETER GOVONI: (L) CNA INS CO iB 1079 9972 30 (W) CNA INS CO WC 1799 972 44 EXCAVATION & SEPTIC: ASSURANCE EXCAVATION (L) COMMERCIAL UNION QBR 736 739 (W) ROYAL INS UB-735X533-0-02 R&H CONSTRUCTION L) NATL GRANGE INS MPI 937 48 (W) AIG INS WC 674 8571 CAPE GOLF CONST/T KENNEDY (L) NATIONAL GRANGE MUTUAL MPJ 35566 (W) LEGION INS WC6-012 0658 JEFFREY R. LAUDER (L) MARYLAND COMMERCIAL INS SCP 3424 7479 FOUNDATION: ALL SQUARE (L) ASSURANCE OF AMERICA SCP35270231 (W) ASSURANCE OF AMERICA TC1 5575 1748 CAPE COD CONCRETE PUMPING (L) CNA INS 2055 30 3105 (W)_ CNA INS WC 1777 46906 BAXTER, INC (L) ADMIRAL INS CO A02 AG14 331 (W) AMERICAN INT'L GROUP WC 674 2973 BORTOLOTTI CONSTR (L) ACADIA INS BINDER 191 236 (W) ASSOCIATED EMPLOYERS INS CO BINDER 186 388 C & .I STEEL (L) TWIN CITY FIRE INS 61 CESOA 0995 (W) AMERICAN CASUALTY CO WC 251 89. 3571 WELLS: DENNIS SCANNELL (L) MASS WEST INS ART 0353 32203 (W) MWCARP 706 X376 302 CELLAR/GARAGE FLOORS: RICHARD MORSE/MASON WORKS ' (L) TRAVELERS 1680204Y4465TCT FRAMERS: ROBERT. DORRER (L) 'NATIONAL GRANGE MUTUAL BINDER (W) ST PAUL FIRE & MARINE INS UB-510X322-3-02 MIKE DUFFLEY (L) ACADIA BINDER 199 126' (W) ASSOC EMP INS BINDER 199 123 DAV3D HILL (L) WORCESTER INS CB8E 6079 (W) ASSOCIATED EMPLOYERS INS WCC5000 11601 2002 JON MCDERMOTT (W) CGU 6524 UB795 X110 3 01 D MICHAEL RACE (L) HINGHAM MUTUAL FIRE INS ART97 02244 `(W) AIG d 2907755, STONE & MASONRY: D TORTORA/C&I STONEWORKS (L) ZURICH NORTH AM SCP-3187 4051 (W) ZURICH NORTH AM WC 3768 4330 01 LAWRENCE ROBINSON MASONRY (L) WORCESTER INS CB7E 3232 RICHARD M DULGARIAN (L) FARM FAMILY CASUALTY INS 2001 X 0414 (W) FARM FAMILY CASUALTY INS 2001 W6 223 ELECTRICIAN: CHAVES ELECTRIC (L) MASS BAY INS. ODN 4617 830 (W) EASTERN CASUALTY INS AWC7007596012001 AMES ELECTRIC .(L) COMMERCIAL UNION NBF418165 (W) GENERAL ACCIDENT QBH2O8297 PLUMB & HEAT: WHITELY PLUMBING & A/C (L) ACADIA INS CPA 0057 34613 (W) ' HARTFORD 08WBJS6277 ALARM SYSTEM: BALTIC SECURITY (L) PENN AMERICA PAC 623 8997 " {W) WORKERS RISK WCS 8093 2239 CENTRAL VAC: CENTRAL VACUUM HOUSE (L) COMMERCE INS VW3526 INSULATION: MAP INSULATION L) .CINCINNATI INS. CPP 0698 488 'W) LIBERTY MUTUAL WC1-181 053991 012 SHEETROCK: MEL REED ;L) WORCESTER INS CB817530 (W) SAVERS PROPERTY, & CASUAL WC 0000 577-00 INTERIOR TRIM: DAVID & DAVID (L) ONE BEACON, INS CBLW 47831 r (W) ROYAL INSURANCE COMPANY UB 760X. 107 2 02 M&R CARPENTRY (L) FIRST FINANCIAL .INS F491 Q 521 939 (W) ,TRAVELERS 7 PJUB-328 X106-8-02 KEVIN FITZPATRICK (L) MARYLAND INS. GRP SCP30235965 (W) CIGNA PROP & CAS. C80049997 MTF CUSTOM FINISH (L) ACADIA INS CPA 0049 68612 (W) EASTERN CASUALTY INS WC9969 5067 OAK FLOORS B TRACY/AMERICAN FLOORS (L) TRAVELERS I680342 W7540 TCT 00 EDWARD J MCCARTHY (L) COMMERCE INS WV2362 ROBERT BUDDEN. (L) COMMERCIAL. UNION CBLW 28642 (W) TRAVELERS INDEMNITY UB-840 X 550-7-02 PAINTING: CAMPBELL, PAINTING (L) ,TRAVELERS 1680251K4083COF00 (W) ASSOC IND OF MA MUTUAL INS AWC 7000126-01-96 I 1 GARAGE DOORS: • 71 ALL CAPE GARAGE DOOR (L) U S F & G BK011 37 483 (W) TRAVELERS INS CO WCC 50025 8601 2002 STORMS & GUTTERS: ALUMINUM PRODUCTS (L) CNA INSURANCE CBP 96 27 433 (W) CNA INSURANCE WC17 7802 858 ALL CAPE ALUMINUM (L) MERCHANTS INS OF NH CMP 913 8635 (W) MERCHANTS MUTUAL INS WC 96 26 233 CARPET & VINYL: CARPET BARN (L) TRAVELERS 1680625 Y1691 TIA02S (W) MA. RETAIL MERCHANTS 8100-08 TILE INSTALLER: TONY AVERINOS (L) ASSURANCE CO. CFP26528977 (W) ASSURANCE CO CFP 26 528 977 CLOSET SHELVING: CAPE COD CLOSETS (L) HINGHAM MUTUAL FIRE INS ART 02 00312 (W) TRAVELERS UB-521X529-4-02 CABINETS/GRANITE KITCHEN CREATIONS (L) COMMERCIAL UNION CBLW 32584 (W) LIBERTY MUTUAL WC2-31S-332 019-012 TERRA NOVA MARBLE & (L) ZURICH US SCP 406 21444 GRANITE .(W)M ZURICH US WC 0040 79 5081 APPLIANCES: - KITCHEN APPL MART (L) TRAVELERS INS I6803, 77Y 6428 IND02 (W) MASS RETAIL MERCH WORKERS 7230-08 COMP MIRRORS & SHOWER DOORS: L & M GLASS (L) ONE 'BEACON INS CBR575 344 (W) ONE 'BEACON INS QB02 H15 1078 LANDSCAPE & SPRINKLER: COY'S BROOK (L) PEERLESS INS CBP 9585 362 (W) STAR INS WC 000 2485 HARRY JOHNSON TREE FARM (L) FARM FAMILY CASUALTY INS 2001 G 1233 W) FARM FAMILY CASUALTY INS 2001 W 6152 DRIVEWAYS: NORTHERN SEALCOAT (.L), HARLEYSVILLE CB4E 9397 (W) HARLEYSVILLE WC81 2320 SUSPENDED CEILINGS: ATC CEILINGS (L) VERMONT MUTUAL INS BP 1702 4216 (W) LIBERTY MUTUAL WC2-318-33099 1012 RUBBER ROOFS*- . JAMES CAZEAULT (L) AMERICAN EQUITY 'INS ACC 183560 (W.) LIBERTY MUTUAL INS WC1-31S-309961-020 r ROOFER & SIDEWALLER: STEPHEN CRESSWELL" (L) WORCESTER INS CB8E 7`050 (W) LIBERTY MUTUAL WC1-31S-334309-012 i ti r -TOM CAHOON (L) MARYLAND CASUALTY GL7E 4006 ; (W) .LIBERTY MUTUAL WC1=31S-329493-012 r CUNNINGHAM CONSTRUCTION �(L) COMMERCIAL UNION INS CBLW 281 491 (W) LEGION INS WC 7002 2842 CLEANING: JAG CLEANING COMPANY (L) ARBELLA PROTECTION 85 0001 7552 (W) AIM. MUTUAL AWC700 '6277 01200 i ". ELLIOTT ROAD REALTY TRUST APPOINTMENT OF SUCCESSOR TRUSTEE The undersigned; being the sole Trustee of the Elliott Road Realty Trust, under Declaration of Trust dated July 9, 2003, recorded with the.Barnstable County Registry of Deeds in Book-17232, Page 292, does hereby state that Brian T. Dacey is hereby appointed successor Trustee under said Trust in place of Michael J. Dacey, who hereby resigns. The resignation of Michael J.-Dacey and the appointment of Brian T. Dacey are effective as of the date of the,recordiiig of this instrument. Executed as a sealed instrument this day of November, 2003. y ELLIOTT ROAD REALTY TRUST ! By: Michael J. Dacey,Trustee COMMONWEALTH OF MASSACHUSETTS Barnstable, ss.. ' Novemberf�✓`,2003 Then personally'appeared the above-named Michael J. Dacey, Trustee as aforesaid, and : acknowledged the foregoing to be his free act and d d, before me. N tart'Public:Zf!Lere g,4 etY' +J ti' �., r r yk • My commission expires: ;_2 `ELLIOTT ROAD REALTY TRUST �ht a T RESIGNATION I, Michael J: Dacey, hereby resign as Trustee of Elliott Road Realty Trust, effective as of • the date of the,appointment of the successor trustees listed hereinabove. Executed as a sealed instrument this o2S li day November, 2003. Michael J. Dacey COMMONWEALTH OF MASSACHUSETTS Barnstable,'ss. November;g Then personally appeared the above-named Michael J.'Dacey and acknowledged the *foregoing instrument,to'be his free act and deed,be re me, .: - Y J a otary Public: ail " My commission expires: Trustee Resignation Elliott Road/1bNEW2003 F 1 h G3 y p., TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map_. y� Parcel 695-6 Permit# � Health Division l0 6 3 v�U� /1 ,�^��,� p / Date Issued Z-2 Conservation Division �+ Z��/bg �o6 fL A0 /�` �--� Application Fee D L Ly Tax Collector SEPTIrmit F. Treasurer /d R �,�/ AI\STALLE®IN COMPLIAMC;" / Planning Dept. WH TITLE 5 (ENVIRONMENTAL Cfuk^- Date Definitive Plan Approved by Planning Board - O V—00 TOVY1I REGUL1,71": - s9�oVGL r�U-4—fL�y c�.��� t, Historic-OKH reservation/Hyannis ���ui»S ' Project Street Address _ a2/ 91 )ELL..-/ 0 7T X6 . _ Village V/LLB �a ; t: Owner BA YS tbE 61//L 1) /A16 , I AJC Address 154M '?5 Ceti 7 V CLL-e Telephone Permit Request '7-0 Co AJ !AJ6LZ No 879TH CfiPc- AJ/TH /l•V 17_Td6HF,6 el�2 ddoel4�g IINt) 441 IN 6,e&1 A1J> 7000 L - Square feet: 1 st floor: existing proposed�700 2nd floor: existing proposed 3/J Total new Y03 Zoning District q,� Flood Plain C. Groundwater Overlay ' Project Valuation�(3K, Md Construction Type 100 J) fR4 Lot Size bOs ()5q Grandfathered: ❑Yes W-1`16 If yes, attach supporting documentation. Dwelling Type: Single Family Oa/ Two Family ❑ Multi-Family(#units) Age of Existing Structure ACV Historic House: ❑Yes UNo On Old King's Highway: Cl Yes CB11`6 Basement Type: dFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) A rLM Number of Baths: Full: existing new 3 Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count 57 Heat Type and Fuel: &Gas ❑Oil ❑ Electric ❑Other Central Air: OQ Yes ❑No Fireplaces: Existing New _ Existing wood/coal stove: ❑Yes (R<O Detached garage:❑existing ❑new size Pool:❑existing [3dnew size Barn:❑existing Cl new size Attached garage:❑existing d new size 36xay Shed:❑existing Cl new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 2(N o- If yes,site plan review# Current Use V11C461 T L0 T Proposed Use R �/���✓ - — BUILDER INFORMATION Name 819 YS %DE B0//•-1 DIAI('p , /AIC Telephone Number S��- 97/_ /D V6 Address ,0 . (-3 6,X C/,5- License# 00 56 Yam' C6/U E� V IU-E - 114A • 4 rV( 3-Z Home Improvement Contractor# /L// } Worker's Compensation# 4X 731(06 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TOJ&ID tL/ILGf 4�9A/b Ft LL_ SIGNATURE DATE //�/91d 3 FOR OFFICIAL USE ONLY f • 'PERMIT NO. r s _ • DATE ISSUED - - - MAP/PARCEL NO- ADDRESS VILLAGE" {' OWNER DATE OF INSPECTION: Z_ FOUNDATION. -3 { ` FRAME S 2I0y INSULATION 4 �hx A-*, FIREPLACE } ELECTRICAL:-` ROUGH FINAL PLUMBING: TROUGH FINAL r GAS: ROUGH,' : FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map— ' &PY Parcel o��,� Permit# � a 7 Health Division fj _ r ?'` Date Issued �� G Conservation Division „�,P r ,, _, ? ; ti Application Feei� Tax Collector Permit Fee Treasurer _w.._. _., ;G.;„ -- /o �, T,9, Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address Village Owner Address Telephone 3 d f` 22/— Id . d -Permit Re u st To a4d � �/ ,,0_e4 4Z.-du WU Kl Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Over+ay Project Valuation Construction Type 1 , 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 0 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: 0 Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage: 0 existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:0 existing ❑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 UILDER INFORMATION Name Telephone Number Address License# 00 Home Improvement Contractor# Worker's Compensation# C j- Q e 7.3i ­16) ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO W SIGNATURE DATE &Zl FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. F' ✓ t ADDRESS VILLAGE ( / r OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL�J PLUMBING: ROUGH FINAL fj GAS: ROUGH FINAL - FINAL BUILDING J DATE CLOSED OUT - ASSOCIATION PLAN NO. i �4 SEP -7 P>> 2: 36 i iin a. ALL ASS t t �.LL�:i"i - 039' ♦0 _ Town ol$arnstable Zoning Board of Appeals Decision and Notice Appeal 2004-117 - Crawford Section 3-1.1(3)(D),- Family Apartment Special Permit Summary: Granted with Conditions Petitioner: J.David and Monique R.Crawford Property Address: 212 Elliott Road,Centerville,MA Assessor's Map/Parcel Map 247,Parcel 256 Zoning: Residence B Zoning District Relief Requested &Background: The subject property is a 1.51-acre lot panhandled off of Elliott Road. The lot is accessed from Elliott Road in Centerville and is therefore addressed as Centerville, although the building site is in the Residence B Zoning District (Hyannis). On December 24,2003,Building Permit No. 73796 was issued to Bayside Building,Inc.,for the construction of a five-bedroom,4,760 sq.ft.,single-family dwelling on the lot: According to the application,the petitioner is proposing to convert 860 sq.ft. located above the attached garage into a. one-bedroom family apartment. The apartment is to be occupied by Lucienne Rov,mother-in-law/mother of the applicants. The petitioner has requested a Special Permit for a family apartment pursuant to Section 3-1.1(3)(D) of the Zoning Ordinance. Family apartments are allowed in all residential zoning districts as a conditional use,provided a Special Permit is first obtained from the Zoning Board of Appeals. Procedural &Hearing Summary; This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on June 24,2004. A public hearing before the.Zoning Board of Appeals was duly advertised.and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened September 01,2004,at which time the Board found to grant the appeal. Board Members deciding this appeal were,Richard L.Boy,Ralph Copeland,Gail Nightingale,Randolph Chiles and Chairman Daniel M.Creedon III. Attorney Theodore A.Schilling represented the applicants before the Board. He explained that the proposed family apartment unit would be located above the garage and occupy 880 sq.ft.of the dwelling. He stated that the applicants would be occupying the home as their year round residence and the apartment would also be the year round residence.of. Lucienne Roy,the mother/mother-in-law of the owners. Mr. Schilling stated that the owners have read the requirement and regulations for the family apartment and would abide by those requirements and restrictions. With respect to standing,Mr.Schilling noted that a copy of the November 26,2003 Purchase and Sales Agreement between the applicants and the owner of the'property Brian T.Dacey,Trustee was submitted to the file. Public comment was requested`and no one spoke in favor or in opposition to the request. Findings of Fact: At the hearing of September 01,2004,the Board unanimously made the following findings of fact: L Appeal 2G04_117 is.that of J.David'and Monique R. Crawford seeking a Family Apartment Special Permit in . accordance with Section 3-1-1(3)(D). The family apartment is to be an 860 sq.ft.,one-bedroom unit located above an attached garage. The property is located as shown on Assessor's Map 247,Parcel 256 addressed 212 Elliott Road,Centerville,MA in a Residence B Zoning.District: 2. From the materials submitted;the family`apartment will meet with the requirements of Section 3-1.1(3)(D)'of the Zoning Ordinance. 'i 3. The apartment unit is under the 50%area limitation,and the unit,being proposed within the dwelling is being developed in a manner which retains the existing residential character of the dwelling and the area. 4. A certified plot plan presented with the applicant,documents that the dwelling and apartment unit will comply with the required setbacks for the zoning district. 5. In addition to meeting all of the provisions of Section 3-1.1(3)(D),the application falls within a category specifically excepted in the ordinance for a grant of a Special Permit,and after evaluation of all of the evidence presented,the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. Decision: Based on the findings of fact,a motion was duly made and seconded to grant the family apartment special permit subject to the following conditions: 1. The family apartment shall comply with,and be maintained in accordance with,all restrictions of Section 3- . 1.1(3)(D)of the Zoning Ordinance and shall be the primary year-round residence of the family member residing therein. 2. The family apartment shall be developed and maintained as per plans presented to the Board. The proposed plot plan entitled Certified Plot Plan at 212 Elliott Road to BarnstableY Massachusetts" is dated Feb 12,2004 as February prepared by BSC Group,and as per plans presented entitled"Crawford Residence"as drawn by Bayside Building, Inc.It consists of four sheets including Elevation and floor plans. 3. This special permit,after being filed and signed by the Town Clerk must be recorded at the Registry of Deeds and a copy of that recording submitted to the Zoning Board of Appeals file and to the Building Division at the time an application for a building permit for the apartment is made. An occupancy permit from the Building Division for the dwelling and for the family apartment must be issued prior to the occupancy of the apartment unit. 4. Prior to an occupancy permit being issued for the-family apartment,the Building Commissioner shall verify that the applicants have or will be occupying the dwelling. 5. The on-site septic system shall comply with all Town of Barnstable Board Division regulations and without any Title 5 variances for the Board of Health. 6. The locus shall comply with all State Building Codes and State Fire Prevention Regulations. The vote was as follows: _. AYE: Richard L.aoy,Randolph Childs,Ralph Copeland ,Gail Nightingale,Daniel M.Creedon NAY: None . Ordered: Family Apartment Special Permit 2004-117 is granted with conditions. This decision roust be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any,shall be made pursuant to MGL Chapter 40A,Section 17,within twenty(20)days after the d the ' g of is decision, a copy of which must be filed in the office of the Town Clerk. Daniel M. Creedon lI ,Chairman Date S gned I,Linda Hutchenrider;Clerk of the Town of Barnstable,Barnstable County,.Massachusetts,hereby certify that twenty (20)days_have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been . filed in the office of the Town Jerk. 4 ; .� Signed and sealed this day under the pains and penalties of perjury. Linda Hutchenrider,Town Clerk Y. f J XPRNM TOWN OF 13ARNSTABLE ZONING BOARD.OF APPEALS, NOTICE OF PUBLIC HEARING'UNDER.�THEI ZONING ORDINANCE. SEPTEIMBER 1,..2004 To all persons-interested'in,or affected bythe-Zoning Board ot'Appeals under Sec ion,i 1, of Chapter 40A:of the General Laws of the;CommonweaitI of Massachusetts, and all amendments thereto you.are hereby notified that: :, 7:15 P,M. Crawford Appeal 2004117 J..David and Monique R.Crawford have applied for a.Family.Apartment Special Permit-in. accordance with Section 3-1-1(3)(D)to allow for a 860 sq.ft.apartment above an attached garage..The,property,is located as shown on Assessor's Map 247,,Parcel 25oaddressed 212 Eiliott.Rcad,Centerville,MA in a Residence BZoning.,District.': 7:30 P.M. Alliegro Appeal 2004-118 George Alliegrc and,Debra Alliegro have applied for a Special Permit in accordance with Section 4-4.3(2)Non-conforming Buildings or.Structures Used.as Single and Two-Famiy Residences and findings under MGL Chapter 40A; Sections 6 for the demolition and reconstruction of a,single-family dwelling on a nonconforming lot'.. The property is located. as shown on Assessor's Map 140.Farce!t 13 addressed 102 WiarnaCircle;�sterville.?�A in a Residence C'Zoning District. 7:48.P.M Greenwood, Appeal 2004-1.19 Judith Greenwood has applied for a variance to Section 3-1.1(2XB)(b)for the boarding of, horses on less than_acre..The property is located as shown on Assessor's Map.122,Parcel 063 addressed 45 Seth Goodspeeds Way,Osterviile.MA in a:Residence C Zoning District. 8:00,P.M.. _ _ Holder-Hal1 Appeal 2004920 , Norma Holder Hall has filed an Appeal cf the Building;Commissioner`s,Decision.,of June.3, rip,,` ❑ iv..^ for 1 tip. L^. ...'.., .. �a;c den a Su:^ng Perm:f. of t. he Building'6mmiss:cr.ar ti �deterrtined,is lacking.in,minirium frontage.The property is located'.:as•shown.onAssessor:s:Map 246; Parcel 80.addressed.73 Tobey Way,Hyannisoort,MA.in a Residence B Zoning;District. 8:00 P.M. Holder Hall Appeal:2004-12'1:. Nora Holder Hall has applied for avariance to Section 3-1.1(5)'Buik Regulations,Minimum, Lot Area and;Minimum Lot Frontage.The propert)tis,located as shown on Assessor's Map. 246 Parce180addressed 73Tobey Way;Hyannisport;MA.In Residence B Zoning District. These Pubirc HeBarnstablerings will be held at the 8astable Town Hall,367 Main Straet;:Hyannis,: MA Hearing Room,2nd Floor,Wednesday,September 1,20Q4, Plans and':applications;, may be reviewed-at the Planning Division,Zoning,Board of Appeals Office,Town Offices. 200-Main Street Hyannis;MA. ry Daniel M.Creedon III;Chairman. Zoning Board of'Appeai§' Tlie'Bamstable Patriot. August;:13'an& ugust20.2004 .. ° .r Parcels.Within 300' of. Map 247 Parcel 256 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database on 8/2/2004 Mappar Owned Owner2 Address 1 Address 2 City State Zip Country 227005 SACANEON, - 233 ELLIOTT �14A 2MRY& iMICHAEL8, ---------- _.,._ . - -, ...._..__I _._. — -----I - - ----_ ---_-- ---- -- _ - - - - — - - T -- ---—-- 227019 ,' ITKIS,YAKOV N&VALENTINA I-- - I395 LAKEi ICENTERVILI E IMA 102632 USA ELIZABETH __ IDRIVE - � .-- --- -- ——-'--(--— 227021 CHRISTIAN'CAMP MEETNG ASSOC %LC G 12 RS, iCR.41GVIL1 B 636 USA ---� RICHARD I1 JR I - 227022001 -DACEY MICHAEL J TRUSTEE IELLIO E ROAD REALTY TRUST �3°RIANFI iPO BUX 95 -ICENTERVILLE - -�MA 02632 USA 227023..--1WALSH PAUL M&MARGARET A I 20 DFNNLTT RD iMARBI EHEAD ]MA- 01945 USA- _ _ � _ _ 227024—-OVERLOCK,-DONALD E&SALLY - - - - 402 LAKE' !CRAIGVII LE IMA �02636 (USA -I E.IZABL-TI I DR I J r227025 COX,JOANNE E&DOUGLAS W I — 65 WLSTON ;MA 02493 IRnROWIiEAD - I - - - - - --- ---�---- --I . 227060 CALLAHAN,FRANCIS E JR C/O WC&I-REAL.EST&DEV CORP PO BOX 385 �STRATFORD CT 06615-0385 USA 22706L001 ANCHUKAITIS,THOMAS&ALICIA IDRFORSYl1ilA I T IWAL,POLE --�MA 02081 USA __] 227061002 BURKE,FRANCIS W _ TO 13OX 704 IOSTFRVILL E -- �MA 02655 USA -- —_---� I 227069 MULLIGAN,ALLEN C JR -- - -- - -- '26 VIC I ORIA 10ENEERVIL.LE MA 102632 USA SIREF I- -- -__- 227070 GADOMSKI-GENTRY_,FRANCINE A - 3 OLD FISKD41 E AMA 01518-I � 166 USA - - _ I_ -- ` RD _ _ _-J - STAGECOACII I I ---- - - -- -- - - - - 227071' OBRIEN,NATALIE K TR PO 13OX 772 IS WINDSOR CT 06074 JUSA 228139001 ILOMAK[,ARI V&TAWNDRA - i209 El,LIOTT RD - !CENTERVILLE MA i 2632 � 228139002 BOSWORTH,W CHANDLER JR P O 130X 685 ICENTERVILLE iMA 102632 r8N7 --BTRSLER,,CHARLES W&ELAINE hORO RIDGEWOOD-EL LiOTT NOMINEE i181 1 1 LIOTT RD 1 CL'•NTERVILLE - iMA I02632 �USA- Tuesday,August 03,2004 Page I of 3 Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 247053 --FRDLL,SA DAVID BIRDSALL,JUNL A ;RFD N 1 BOX 575 IYORK TOWN HTS -]NY �10598 USA 247054 SPINOS COSTAS&ESTHER K 79 HARBOR CENTERVILLE iMA 6632 �__—'-_ _--_ —_--- USA HILLS RD 247055 �SPINOS,THEODORE C&MARY E - --- -- - ,93 HARBOR CENTERVILLE. IMA �02632 USA !HILLS RD J �247056BRATHWAITE,CECIL BRATHWAITF DOROI HY 1220 lHOLBROOK _-(MA-]02343 —rUSA— - L WEYMOUTH ST - - - -— -- I247057 LEPOER,SCOTT F&LINDA M 1808 WHITE 1A I'HOL --rMA 01331 USA POND RD I 1 rf766 SAGANICH MARKS GMAC MORTGAGE GAGE CORPORATION I ION :PO BOX 569760 DALLAS JTX 75356 USA I247067 �WHATMOUGH,WAYNE& WHATMOUGH MARLA ANN J 470"I'OWNI S I �N ATTLEBORO IMA �02760 USA - = a _ _ _ r �_ i I247068. rROMAGNA,MARK Y I - - Y I28 PILGRIM DR iWINCHESTER MA 01890 I247069 GORDON SIMONE 50 ;CI IESTNUT HILL MA 02647 USA i ,PARK#208 r BRICK,HAROLD F 'BOX 137 — (W HYANNISPORT --IMA�02672 -0" IUSA 247083.:. OBRIEN,NATALIE K TR CIO DEBRA MULLAR6 LY 18 PINE NEEDLE IMENDON MA 01756 USA DR -- 1- - 247084 DIR - -ELL�Y_N_M_ _ _ 038IENZO,THOMAS& i37 ACORNPL :FRANKLN ---- N M247085 MOLLOY,KENNETH S&KARE a_ 15 RILD LN IBEDFORD jMA I01730 USA M CLAUG _ iMA�02_632 HILLS RD247086 HLIN,GEORGE P&ANN 88 HARBOR 10ENTERVILLFT - _ I USA _f 247087 CICHONSKI,MICHAEL}& iCICF10NSKl DOROI H1 .I 163 BASIL RD ;CHICOPEE IMA 01020 247088 . METAXAS—LOUTSJ - IMETAXAS,NICOLEITA 31 GROSVENOR !PAWTUCKET ---RI 102860 ]USA AVE 247089 FELT H JOHN P&PATRICIA J TRS IJ P FFLTCI I&P J FELTCH JOINT REV 1230 1 IORIZONS BOYIN I ON BEACH !FL 33435 USA 1 TR EAST #204 F90 PAROW GEORGE V&BAR P O BOX 392 i W I IYANNISPORI MA '02672 USA --- 1 R5------- - - -- i �4:7:091' tEALY DAVID&ELI EN �0 ROWCS"T MIL30N MA '02186 USA i 247092 SIMPSON THOMAS G&'JANE A 75�BUL.LARD I N MILLI i IMA 02054 - --_-� _._ _.__ �_ �__ 1 Tuesday,August 03,2004 , Page 2 of 3 Mappar . Ownerl ,Owner2 Address I Address 2 City State Zip Country r4MO97___ EL� DREDGE,JAMES H -- -- JELDREDGE,F.ATHLEL N A 42 MADISON j CCN"fk RVILLE -- �MA I02632 IUSA ---- AVE J I v. 247098 STRADA CAROL DOANE '13 IANDIAN ICENTERVILLF — lMA 02632——USA 11 R — 247221 GREEN,.JOHN N 16 M.ADISON ICFNTERVILLE MA 02632 USA AVE 247256 DACEY;-MICHAEL J TRUSTEE--- ELLIO f ROAD REALTY TRUST 'P0 BOX 95 ICENTERVILLE �MA 02632 — USA 248035 OLIVA,SHARON L %DUBOIS,SI IARON 168 FORES I ST ISO WEYMOUTH MA 02190 USA 1 �48036 --MORROW DAVIDJ&JUDITH H — -^ _. i5553 DOYLES fOWN IPA �1890I-1342 USA RIDGCVICW DR 248057003 DACEY MICHAEL J TRUSTEE C/O DACEY BRIAN T - APO BOX 95 [ jCF.NTCRVILLE iMA r02632 USA I248057004 rACIE-i-,_Mfl-&-AEL J TRUSTEE ELLIOT ROAD REALTY TRUST 'PO BOX 95 �CENTERVILLE - IMA I02632— JUSA —1 � 248057005 BLUESTONE,DAViD J&— - II20SENBERG'WILMA F3 II44 ILLIOTT RD CCNTLRVILLE IMA -102632 248057009 CAMPBELL,KEV1N M&JUDITH PO k30X 682 i W HYANNISPORT- (MA �02672 rUSA . -- _-- _-___ _►--_ _-._._. _.__ ( Tuesday,August 03,2064 Page 3 of 3 i- RESIDENTIAL ADDITIONS OR ALTERATIONS If located: ❑ North of Route 6- any work visible from outside- needs approval from OKH ❑ In Hyannis -If work visible from outside- Check to see if it's included in the ❑ Hyannis Historic Waterfront District-if so it needs approval from them ❑ If ZBA relief(Special Permit or Variance is required for project: ❑Copy of ZBA Decision ❑Documentation proving that decision was recorded at the Registry of Deeds w/in one year of ZBA decision date. APPLICATION PACKAGE MUST INCLUDE: ❑ Map/parcel number Approval Sign-offs from: ❑ Health ❑ Conservation(if exterior work) �✓� ❑ Tax Collector ❑ Treasurer ❑ Street address ❑ Owner's name & address ❑ Permit request- full description of proposed project) ❑ Square footage -proposed project Q ❑ Estimated project cost ❑ Complete Dwelling information for Assessor's Office � ❑ . Builder's information ❑ Signature ❑ Plot plan(shows location& setbacks of house) ❑ Plans—5 sets measuring 11"x 17" fully dimensionlized with foundation, floor plan, cross section, framing schedule & smokes, with a Red S (SB or SH) ❑ Home Improvement Contractor's Affidavit ❑ Worker's Comp form must include: Insurance Company's name &Worker's Comp, policy number. Copy of Insurance Compliance Certificate must be on file. ❑ Energy Compliance Form . ❑ Copy of Construction Supervisor's License &Home Improvement Specialist's License OR ❑ Homeowner's License Exemption Form. ❑ Application Fee 0 Permit Fee ❑ Property Owner must sign Property Owner Letter of Permission. CHIMNEYS ❑ Need Home Improvement License ❑ No plot plan required PIERS &DOCKS ❑ Need Construction Super license AND Home Improvement License Owner cannot pull own permit q-forms:permits 1 rev.082704 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map l�µ Parcel Permit# 7039 Health Division Date Issued SX �/D� Conservation Division ® A 6!,R,,W Application Fee by A' e. pp Tax Collector " .� � SEWJli6F Tpeasurer Ll "INSTALLED IN COMPLIANCE WITH TITLE 5 Planning Dept. ENVIRONMENTAL CODE AN Date Definitive Plan Approved by Planning Board fi, TOWN REGULATIONS i Historic-OKH Preservation/Hyannis 1 Project Street Address Village Owner Address Aolz� S (29�1�r3"We Telephone ¢�'� �.�.� Permit Request POOL,; r Square feet: 1 st floor: existing proposed 2nd floor: existing w proposed Total new Zoning District s� Flood Plain Groundwater Overlay Project Valuatio`ii C Construction Type'�>4jy ,%,,, _ C ,Yss, Lot Size Grandfathered: ❑Yes ❑ Ne If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: O Yes ❑No On Old King's Highway: ❑Yes No Basement Type: O 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 O Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing new silk))H P000K existing O new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Ap eals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 3 No If yes, site plan review# Current Use BUILDER INFORMATION Nam C"nUI 'C DdNS Co<-P Telephone Number SW-�9b'(-P1�\p Address\\13 )DR_C- CO.)...>>-1 Qn License# 0_77�1 '7 Home Improvement Contractor# Worker's Compensation#(Q(C 3°I b 1ZfC)(J3 ALL CONSTRUCTION DEBRI LTING FROM THIS PROJECT WILL BE TAKEN TO co S_e l SIGNATURE A DATE __ LJf 116� j 'I FOR OFFICIAL USE ONLY PERMIT NO. , i DATE ISSUED MAP/PARCEL'NO. ` l J • 4 } ADDRESS VILLAGE, 1. OWNER DATE OF INSPECTION: FOUNDATION y FRAME 4 INSULATION . FIREPLACE ELECTRICAL: ROUGH FINAL t - k PLUMBING: ROO GBH M FINAL rre to t7 �- F GAS: ROUGH FINAL ` t a —A FINAL BUILDING — tz DATE-CLOSED OUT cv ASSOCIATION PLAN NO,. m ,;I SwimClear'M Quad - Cluster'm Cartridge Filters Innovative Automatic Air Relief purges any entrapped air.during filter operation. ,— Non-Corrosive Top Closure Plate prevents elements from lifting and allowing "�- unfiltered water to by-pass back to pool or spa during operation. = , „ Quad-Cluster'""Cartridge Elements provide 200,300,400 or 500 ft.2 of filter area -. and extra dirt-holding capacity for long filter cycles.Precision-engineered extruded core provides extra strength and superior flow. f Self Aligned Tank Top and Bottom make access to servicing Quad-Cluster cartridge elements fast and simple. ,�i�l�� Il A Heavy-Duty Tamper-Proof One-Piece Clamp securely fastens tank toplemmwl�"""Tpr�j and bottom together and allows quick access to all internal components without - 4 - disturbing piping or connections. Improved High-Strength FilterTank molded from new and stronger PermaGlass XL material for extra durability for dependable,corrosion-free performance. Uniform Low Profile Tank Base Design makes removal of cartridge elements r'PoIIII�fast and simple. ,, Full Size 1V Integral Drain provides fast,100%clean out and easier flushing of tank. Noryl®Bulkhead Fittings for extra strength and heat resistance. Union Coupling Connection provides plumbing options of 1 X"or 2"piping.2"internal piping for maximum flow performance. J FILTER TYPE: Quad-Cluster cartridge elements: 200,300,400 and 500 ft2 total(18.6,27.9,37.2,and.46.5 m2). ' FILTER TANK: Injection molded PermaGlass XL'"^ U. FILTER ELEMENTS: Reinforced Polyester PERFORMANCE RANGE: Y2 to 3 HP(30 to 120 GPM) 10.37 to 2.24 KW(114 to 454 LPM) DIMENSIONS: C2020—32"H x 23"W(81 cm x 58 cm) FullyAutomatic Air Relief with double seal C3020—34"H x 23"W(87 cm x 58 cm) , NSF eliminates the need to manually vent filtertank C4020—40"H x 23"W(102 cm x 58 cm) ® after system start-up and prevents backdraining C5020—46"H x 23"W(107 cm x 58 cm) during pump shut-down. NSF is a registetrademark of��the }fNational Sanitation Fouidation. LAAft VL7J.L'Li111.11�7.71rr�n� �- �, r�, Effective Design Turnover ,. Model Filtration Area Flow Rate' . Gallons Kilo Liters Number ft.Z mZ GPM LPM 8 Hr. 10 Hr. 8 Hr. 10 Hr. C2020 200 18.6 75 284 36,000 45,000 136 170 C3 300 27.9 112 424 53,760 67,200 204 255 C4020, 400 37.2 150* 568 72,000 90,000 273 341 C5020 500 46.5 150*- 568 72,000 90,000 273 341 Removable Clamp Tool makes tightening and Based on NSF recommended flow rate for commercial at.375 GPM/ft' loosening of clamp quick and simple,providing *Determined b um size and in system hydraulics. 2" in is recommended for flow rates equal to or greater than easy access to filter internals. YP P piping Y Y piping q 90 GPM(341 LPM). Hayward doesn't recommend flow rates above 150 GPM. HAYWARD Americas 91 Pool Water Systems ---- SWco I 1-888-HAYWARD ,.www.haywardnet.conn ©2001 Hayward Pool Products,Inc. TM a wim ear Q UAD - CLUSTERTM CARTRIDGE FILTERS � � 4 n Hayward SwimClearT"'cartridge $� filters establish new horizons in high UU�h performance and operating convenience. Utilizing a cluster of four reusable = � polyester cartridge elements,they provide a choice of 200,300,400 and now 500 ft2 of heavy duty dirt- o holding capacity and extra long filter `4 cycles—- � proven to handle an entire M� C it season without cleaning. v o SwimClearfilter tanks are now molded . A� from new and stronger PermaGlass XL TM, an improved glass reinforced copolymer, providing the ultimate in strength,durability,and -4 long life for even the toughest applications and environmental conditions. � �.. For crystal clear water and easy A � A " 'maintenance,step up to SwimClear. You and your family will be glad you did `$ —all season long 4 a 1'_ t F ■ C5020 SwimClearlm500 ft2 large-capacity cartridge filter for crystal clear water with minimal care. j flr ■ Innovative Automatic Air Relief purges any entrapped . rr air during filter operation. Featuring PermaGlass:' Filter Tank Material Y HAYWARD America's *1 Pool Water System's i PI \1 1 OF A14S $trutlural Design Approved r(. S only when installer) in - 4 %7rA":O1rrY 9� strict Accor Jence with P:AiKE 'c anulacturer's Instructions C VIA iY. 7. Ylalkcr. p.E. c No. 31376 J - RIM COPING R6' L CflCRETE PAWL 4' EC-7 7/l6' R9' 23' Rill ' M-7 7/1W DDGX SWP[RT WTAIL ants t.4= • L . me RIB' 4' tea MANDATORY ROPE AND ..� FLOAT 12 INCHES FROM SLOPE CHANGE NUT ESI 43. 1) THIS IS A TYPE 11 POOL IN ACCORDANCE FTtl- _ KS.P& STANDARD OF`JAN: 1989 AND BaC:A. _ PANEL 3�• F1A�ISF�D 3. 4. CODE 1994 - SECTEON 42L. HEIGHT DEPTH 2? ALL A-FRAME BRACES WILL BE MOUNDED VITH e FINISHED A MINIMUM OF (1) CUBIC FOOT OF CONCRETE DEPTH - 'D MAXIHUM DIVING BOARD LENGTH IS 8 FEET. P Dacros SNO 4) 'NO DIVING' LABELS MUST BE INSTALLED' AROURD OR VERMECUEITE SHALLOW END OF POOL. >a-io sod W-i u/W 9' 4' NOTE? STEEL STEP IMPACTS WARNIN© t V T E i\ P Sf6ALLOW END LINER WE SWO"NG POOLS ARE DJANGEMM WHETt USED IMPROPERLY. S14FE USSECONSULT Y�SV�IANMIINNGF�S. IT n��RESPONSIB'THE .' W/ 9' RADIUS STEP S FORM EM OF TOVN OFFICIALS, BUILDERS AND HOM0WNERS TO FDLLOV ALL SAFETY RE:CEIMM04DATUM [IF M&P-L, ALL LOCAL DATE,06/07/02 SCALE,NDNE fRDINANCES AND EQUIPMENT MWFACTURERS, DRAWN By. IP ACADREFI SHW2245 May-03-04 03: 27P I. P.011 ACC I. DATE(MMiDD/YW1') CERTIFICATE OF LIABILITY INSURANCE i A 3 2004p PRODUCER g THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION McShaa Insurance Agency, Inc.ji, ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE` HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 749 Main Street, Suite#H E ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, Osterville, Ma. 02655 508-420-9011 INSURERS AFFORDING COVERAGE NAIC# INSURfp Anchor Design & Pool, Corp. INSURER A: Hartford Insurance Company INSURER$; CONMRCE INSURANCE 143 tipper County Road ? INSURER c: Essex Insurance Company Dennisport, MA 02639 l; INSURERD: Alsociated Employers Insuranca 508-398-6116 INSURER E: COVERAGES I THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERICJ INDICATED.NOTWITHSTANDING ANY PEQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH r POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN'REDUCED BY PAID CLAIMS. IRaR Di '-"--' �' POLICY EFFE TIVF FOLI YEXPIRATION ."'..' Lin RD RAN E POLICY NUMBER DATF. D DATE MWDD/YY I IMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,O00 000 X COMMERCIAL GENERA((.IA8IU GL TO RTY j{. PREMISES Ea occurence $__ 300 000 CLAIMSMADE --I OCCUR I@ - MEDFXP(Any one per5Dr.) $ Jr 600 A OSUENQ89399 04/24/04 04/24/05 PERSONAL&ADVINJURY $ 1,000,000 r GENERAL AGGREGATF $ 2 000 OOO GEWL AGGREGATE LIMIT APPLIES PER: -,G '` PRODUCTS-COMP/OPAGG $ Z OOO 000 POLICY PRO- LOC - t.. .....__ . JFCT AUT OMOBILE LIABILITY li COMDINED SINGLL LIMIT $ 1,000,000 ANYAUTO I - - (Ea acment) ALL OWNED AUTOS " iODILYINJURY $ X SCHEDULED AUTOS ':E, (Perporaon) 8 HIREDAUTOS S7642-6 07/11/04 07/11/05 BODILYINJURY NON,OWNEDAUTOS f (Peraccident) PROPERTY DAMAGE $ (Peracadent) GA RAGE LIABILITY AUTO ONLY.FA ACCIDENT Is ANYAUTO ' 1' OTHERTHAN EAACC $ • ._ (' AUTOONLY: AGC S ` EXCESSIUMBRELLALIABILITY I,t: EACH OCCURRENCE $ 1 000 000 X!OCCUR F CLAIMSMADE AGGREGATE $ 1 OOO OOO _. ;. ... ......... t ... A DEDUCTIBLE 08HHUQS9563 4/24/04 04/24/05 a X RETENTION $ 104000 I S WORKERS COMPENSATIONANU +. X TORYLIMIT I H ' EMPLOYERS LIABILITY • ANY PROPRIETOROPARTNEkRXLCUTIVE E.L.EACH ACCIDENT S _ 100 E 000 D 0FFICFR,MEMBE9kEXCLUDED? WCC5001391012003 04/09/04 04/09/05 E.L.DISEASE•EA EMPt OYEE S 100,000 Byyeese Geacrlbemtder r• ... . ...-._. SPEC(ALPROVISIONS below i E.1.,DISEASE-POLICY LIMIT 3 5000 000 OTHER ; W' jr. i DESCRIP)ION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT!SPECIAL PROVISIONS t 14 j r ry CERTIFICATE HOLDER t' CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BGFORE THt EXPIR ITIO ' - DATF THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN iNO110E TO THE CERTIFICATE HOLDFR NAMED TO THE LEFT,BUT FAILURE TO p0 SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE. INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE 1 ACORD25(2001I08) ©ACORD CORPORATION 1988 The.Commonwealth of Massachusetts Department of Industrial Accidents Office 91101vestlgatians t 600 Washington Street Boston,Mass. 02111 aiiiiimi �a ti°n hisuranc%�O%%%%%////%�%//////%%�%%/D%/�%%%%///%%�/G/%%�/////D%%//�// name �1�c�r,o� Q oc) (� C(2)CT location city, ® 7 hone# ❑ I am a homeowner performing all work myself. ❑ I am a sole netor and have no one worlds in ca acitp % //%%%111011////////%// I am an em I r°viding workers' compensation for my employees working on this job. ...................... ...... ..::n•..v•.::....:.:.:,:•••:::nr:.}{:.:;.;}, :.:xf.::4}}}}::is+Y•T}•}•••:.}ii•:;:•:.r:{•:4•;.} ,++}?Y+? ::\y`p:'.M;r p ❑ P�P ............... ...v:..::.... r .v...J. .v..................: {fi::..:.....v... ...r...?... .................................. n.....,:.....nn,v ....::..:r...n.. .....X ,....v:v ... 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W v {" :}`r11,.... • ....#......r...v..r....:x::.:•:::•:r.r. ,.w}}}.r.::.r{t•.t....h..rn.n.h.:}}:...t:.;,...n'S•:?,•:^•. •..... fi• x:..;...x..{, Qu .fti;:':::.r:4r.;:. :?.}. a:?:}k:;:St,•.4.�:? £.. ,•::::.rY.. syynu},:w•r ,:^:r,:{:4}4.}:4r+:$ .iunrame:caz:-::::x::ifi}f$:fir:x\.,Y:.a•::;:a..'r?r•,:. . .. ::r.?•.::?•:..-::::<.i}}:.}:F rn•.,:{.}h`:}n+:.:A,`:;;.t?•£:4}..:.v}.,•:.:.....•:.; �/. Failure to secmt coverage ps mt Section 35A o[MGL 152 can lead to the imposition of crtnninal penalties of a fine to SI,S00.00 sad/or one years'imprisonmeat s,w ties in the form of a STOP WORK ORDER and a fine of 5100.00 a day against and I understand that a copy of this statrmmtmay b o the Oice of Investigations of the DU for coverage veritiation. I do hereby certify th and penalties of perjury that the information provided above is trim and coned Signature - Date ► 1 vL� Print name Phone ofHdal use only do not write in this area to be completed by city or town official dry or town: perndt/license# ❑Bonding Departnent ❑Licensing Board ❑checkifirnmediate response is required ❑selectmen's Office ❑Health Department contactperson: phone#; _ ❑ erg 0e+'ued 9/95 Prnl T4 ' h Information and Instructions ,G Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their . employees. As quoted from the"law", an employee is defined as every person in the service of another under any coritract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or'renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,nei:therthe commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contacting authority. h. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation,and numbers along with a certificate insurance as all affidavits maybe supplying company names,address and phone submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the pemut or license is being requested, not the Departrnent of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be retained t� the Department by mail or FAX unless other arrangements have been made. The office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth Of Massachusetts ' Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 . ..+....-,..._ •. u-•�v.,;..._ty-..+aa.-+way.wµ,dt-rtvM1;tvi�iiy�StR ..,...�,; ....�,,,r.y�gi�r4`Mew&'u^w> +i�a,..PSK'�,.�' �'+..Y..-'w'w�:.icerr yy`r.�..,,..�_p�.�,•,t;,�,�. ORDER NO. SALES AGREEMENT FULLY INSURED Ft BONDED DATE as]M1y���To�E QO. 0 133 UPPER COUNTY ROAD•SOUTH DENNIS,MA 02660•(508)394-4800•FAX(508)394-6735 C ❑ 835 WOBURN STREET•WILMINGTON MA 01887. 781 933-1234. 978 657-5410 FAX: INCORPORATED � ( ) ( ) (978)658-9932 NAME SHIPTO STREET �i � STREET CITY STATE ZIPCODE A,/-�ar CITY STATE ZIPCODE INSTALLATION HOMEPHONE BUS O E TELEPHONE NOTIFICATION STYLE NO.OF RAILS HEIGHT ft. ON YOUR PROPERTY IN ACCORDANCE WITH QUANTITIES AND LAYOUT SHOWN BELOW QUANTITY DESCRIPTION UNIT TOTAL SAIL. lry .S gull DEPOSITfy1c TOTAL SALE BALANCE On Completion /1/��>� � U���}� TAX TERMS TOTAL ONE HALF WITH ORDER BALANCE ON COMPLETION L LAYOUT-INDICATE ON LAYOUT PICKET FACING ON EACH LINE OF FENCE. CHECK LIST CLEAR FENCE LINE' TREE/STUMPS IN FENCE LINE TAKE DOWN EXISTING FENCE STACK BUILD SECTIONS, ON JOB TOP OF FENCE TO FOLLOW GROUND RACK SECTIONS STEP SECTIONS CURVE SECTIONS FACE FINISH 111 SIDE BARB TOP- KNUCKLE TOP UNDERGROUND PIPES OR CABLES BRING COMPRESSOR GATE SCALLOPED - Q GATE STRAIGHT ERECTING CONDITIONS_ GALVANIZED OR VINYL TAKE AWAY OLD FENCE All quotations subject to conditions beyond our control.CUSTOMER IS RESPONSIBLE FOR establishing property lines and fence lines,and for conforming with local zoning by-laws.Pro Fence Co., Inc.,is not responsible for damage to underground utilities,septic systems,drain pipes,or propane lines,unless notified in writing by the Customer as to their location,before work is started.This quotation does not include costs met in extraordinary conditions-striking ledge which may require the cementing of posts or the use of a compressor for drilling and pinning posts,or clearing trees, brush or other obstructions from the working area.This contract embodies the entire understanding between parties,and there are no verbal agreements or representations in connection therewith. All fence materials remain a property of Pro Fence Co.,Inc.,until final payment has been made.By signing this agreement the customer gives Pro Fence Co.,Inc.,permission to enter the property and remove an/or'awf mate'Ie i al payment is n, eceived. f BY / ACCEPTED BY On account over 30 days,finance charges are computed at a periodic rate of 1%per month-Annual rate at 18%-Plus any additional costs incurred for collection;including reasonable Attorneys fees. rice+ �ja'W +h`" W�_ljm i td. ,.-y-- +�.7,+�,."`�' 4}^ _,...�, �7� ttY "�'�-'. err a -�.1► "7 ++R TEE "`A'>,�.�, '�'��'�. pty„� sb 1 fi' '',7t��`� .a'�a}e �- •'+"�a y 44 .Jl +� A`�' +•i I: sk— & 4 Tti VA J7J4'�:lt•�� Y E :.. F� '�y��ra���+ui�y. ,�n°r'' y'P@C�^'tr ...t ���� r^,, 't++.!�` s „� • f BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 077899 Birthdate: 08/28/1969 Expires: 08/28/2004 Tr.no: 77899 Restricted To: 00 TIMOTHY P RICE 197 B RT 6A ''' �' DENNIS, MA 02638 Administrator r ISn;u'I Ill ItuilJiu_ Kc uln!iun.anil�I;rndanls L.iccnse ar registi-Mion valid Tar inrlividlil Ilse(1nl) HOME IMPROVEMENT CONTRACTOR helore the expiration (late. If found return to: Board of Building Reollhitions anti St:u)(Iarrls Registratio!i: 1'.24;'6 One;\stlhu1-toll Place R!n 1301 Expiration: ::vI r•?005 13os1on, Nh.02108 Type: In,dw!clu2!I TIMOT 1-iY RIC1: TIMOTHY RICE t 138 Lumbert Mill Rd. / Centerville, MA 02632 x,lminisir:!!„r ��� ��ilIi si}nature - F . r r °FTti Town of Barnstable Regulatory Services rBAIMAXA Thomas F.Geiler,Director Fp'. R 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 the subject property-_ ._......._... :: hereby authorize �NC�n QUo��.. �0�.� _ . .: . .to`actonmy.behalf,. in all matters relative to work authorized by this building.petrnit-application for: (Address of Job) . Signature of Owner Date Print Name 0:F0RMS:0WNMERN0SI0N °p1ME fps_ The Town of Barnstable +use MAS&t.e.g Regulatory Services �A t63q �0 9. Thomas F. Geiler, Director, Building Division Peter F. DiMatteo, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no, Dates l))6-1 AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: �U ;_ '),) ,� Qi�� 10X'4S' Estimated Cot Address of Work: Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav:rev-070601 TOWN OF BARNSTABLE T1 IN-LAW APT.CERTIFICATE OF OCCUPANCY PARCEL ID 247 256 GEOBASE ID 37164 ADDRESS 212 ELLIOTT ROAD PHONE CENTERVILLE ZIP - LOT 6 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO I PERMIT 80827 DESCRIPTION IN LAW ABOVE GARAGE PERMIT TYPE BFAM TITLE FAMILY APARTMENT CONTRACTORS: BAYSIDE BUILDING, INC Department of ARCHITECTS: Regulatory Services TOTAL FEES: $75.00 BOND $.00 ptr CONSTRUCTION COSTS $.0w, 754 FAMILY APARTMENT AFF. 1 PRIVATE 0� . * BARNSTABLE, • MASS. 0.1 BU DI G ISIOT R BY -' DATE ISSUED 11/24/2004 EXPIRATION DATE t S 1 Uqo ` TOWN O BARNSTABLE BUILDING PERMITN a PARCEL ID 247 256 GEOBASE ID 37164 ADDRESS`' 212 ELLIOTT ROAD PHONE CENTERVILLE ZIP 'LOT 6" BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 80827 DESCRIPTION IN LAW ABOVE GARAGE PERMIT TYPE BFAM TITLE FAMILY APARTMENT CONTRACTORS: BAYSIDE BUILDING, INC Department of ARCHITECTS: Regulatory Services TOTAL FEES: $75.00 BOND $.00 pf CONSTRUCTION COSTS 754 FAMILY APARTMENT AFF. 1 PRIVATE *Osneris`rns�, { MAM t 1639. # QED MA'S A j i BUILD G IVISION BY DATE ISSUED 11/24/2004 EXPIRATION DATE I y TOWN OF BA.RNSTABLE � BUILDING PERMIT PARCEL ID 247 256 GEOBASE ID 37164 ADDRESS 212 ELLIOTT ROAD PHONE rq� - CENTERVILLE ZIP - LOT 6 - BLPCK LOTS 15f ZE DBA �' ry DEVELOPMENT DISTRICT CO PERMIT 80827 DESCRIPTION IN LAW ABOVE GARAGE I. PERMIT TYPE BFAM TITLE FAMILY APARTMENT CONTRACTORS: BAYSIDE BUILDING, INC Department of ARCHITECTS: Regulatory Services TOTAL FEES: $75.00` BOND $.00 pF CONSTRUCTION COSTS $"00 Y 754 FAMILY APARTMENT AFF, 1 PRIVATE * Osn>isr`tsrn8LE, 16 A QED MP'� BUILDJNG IVISION f BY !! I /r DATE ISSUED 11/24/2004- EXPIRATION DATE � THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM,THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECH- 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- j (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE � 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. d I' BUILDING INSPECTION APPROVALS. PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I 1 1 1 I; 2 2 2 I , M' 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH •.: f, OTHER: SITE PLAEVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE: TION. W rn C �o r � � v_ � z TOWN OF BARNSTABLE TEMPORARY OCCUPANCY PERMIT I' PARCEL ID 247 256 GEOBASE ID 37164 ADDRESS 212 ELLIOTT ROAD PHONE " CENTERVILLE ZIP — LOT 6 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 80788 DESCRIPTION TEMPORARY OCCUPANCY PERMIT #73796 PERMIT TYPE BTC00 TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: BAYSIDE BUILDING, INC Departmentof ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 1 BOND � 1 CONSTRUCTION COSTS $.00 tME 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE 01t * MMSTABLE, ► Mass. ��FO MA'S A BUI%�r D CIS ON BY DATE ISSUED 11/23/2004 EXPIRATION DATE (J I TOWN OF BARNSTABLE BUILDING PERMIT - - ?PRCEL ID 247 256 GEOBASE ID 37164 - ADDRESS 212 ELLIOTT ROAD PHONE CENTERVILLE - ZIP - r LOT � 6 BLOCK LOT SIZE .aBA DEVELOPMENT DISTRICT CO - TT TYPE U M IP'1'ION NO REN'Z'NAL BLDG PMT L . p _ ONTRACTORS: BAYSIDE BUILDING, INC Department of ARCHITECTs Regulatory Services TOTAL FEES: $1,632.76 `.BOND CONSTRUCTION COSTS $465 1140,..00 101 SINGLE FAM HOME` °DETACHED 1 PRIVATE * BARNSTABLE, MASS. t639. � BUILDING"DJVISION�2 �) - BY --¢ 'DATE ISSUED 12/24/0003 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK.OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS E ECTRICAL INSPE TI _APPROVALS 1 fm 1 t V, 4A 1 ¢ VA ro AI 3 1 ZING INSPECTION APPROVALS ENGINEERING DEPARTMENT f 1 � 2 h I �j a 1� ARD OF HEALTH ` V . � Ir/aa/oaf : OTHER: 1`�- SITE PLAN REVIEW APPROVAL //q d WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT.STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. I a� N \ I � � J � e Z � Mass DOT Registry of Motor Vehicles Division .Post Office Box 55889Dupl Change Your Address Boston, Massachusetts.02205.-5889 T0W�M. Y 8# ')TABLE " Free FASTate LANE • Free FAST LANE sign up • License Inquiry 2012 i AY ! Atr1 g: Z1 ' Permit Inquiry • Mass/Liquor ID Inquiry • Order Special Plates • Organ and Tissue Donor Pay Citations(Tickets) DI19 -I N • Registration Inquiry • Renew Your Driver's License • Renew Your Mass ID 2 312 • Renew Your Registration KATHERINE A CRAWFORD Replace Your Driver's License • Replace Your Mass ID 212 ELLIOTT RD ., •.Request a Driving Record CENTERVILLE r MA 02 632 • Request a Duplicate Registration • Title/Llen Inquiry • Verify Your Driver's Ed Certificate ,d • Free License/ID Renewal Reminder Service TEXTIN . W, NEW MASS LICENSE OR ID \; ' .' : j MAS—SL T EOPSS i i DISCOVER Log on to our webslte at www.rnass.gov/rmv or call the Customer Phone Center at the number listed below,charge the$25.00 fee on your American express, --.. ��s� I Discover,Master Card or Visa and your new-license or Id will be mailed to you. ^"3: x }xi CUSTOMER Z - E%PRE55 PHONE Call 6173514500 from,the Don't forget to tell us-it's the law that you report any address change within 30 days.if you do not notify the RMV of our new address o Y ,y u 339/617/781/857 area codes may not receive vehicle renewal notlfleatlons,excise bills,or other or 800-8583926 from all other MA area codes. Important notices.Visit the RMV webslte: Customer Service Representatives are available www.mass.gov/rmv weekdays 9 a.m.unoi 5 p,m, to change your address online or call the Customer Phone Center - for assistance. z °d zH ON AVL6 :6 z�H '01 'A�W TOWN 0 NSTAIR STIFEL NICOILAUS MEMBER SIPC AND NEW XORK STOCK EXCHANGE,INC. r , J. DAv D CRAWFORD 248 sTEv>~rr $S 'EET Senior Vice.PresidenVYnvestrnents HYAws,MA 02601 Branch Manager PH 508-420-7004 TOLL FREE 866-293-1799 FAX 508-420-0689 CRAWFOPDD@STIPPL.COM W W W.STIFEL.COM Y FAX#: 7 FD DATE: PAGES: RE: -COMMENTS: ro AL i � /L xA4?e�* b'1Pw. This message is intended only for the use of the individual or entity,to which it is addressed and may contain information that is privileged, confidential,and exempt from disclosure under applicable law.If the reader of this message is not the intended recipient,or the employee or agent responsible for delivering the message to the intended recipient,you are hereby notified that any dissen-&ation,distribution,or copying of this communication is strictly prohibited.If you have received this communication in error,please notify us immediately by telephone and return the original message to us at the address above via the U.S.postal Service: 'd ZM 'ON NVLZ :6 z[Oz '0� 'APN '. { .� _ ' � - �. ', " . .: ��. .. �"i -'� � .. i ... � A f � t ' � �, � t ,;, x:. ', s r r F � x ({ �.. ...' - �� _ 3 J ...� i F . " � / � .. �, . .. -. t �. .. �-:i _ .. �.a ��+ 1 I � ` Town of Barnstable of�HE r Regulatory Services Richard V. Scali,Director f OWN OF RNSTABLE, BARNSTABLE. : Building Division - 9 MASS. `fig $ A Thomas Perry, CBO, Building Commissioner 7 Ph4 4?` 12 ED MA'S 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs' MVIST N Office: 508-862-4038 Fax: '5087790,6230 Town of Barnstable Family Apartment Affidavit I, being on oath, depose and state as follows: My name is — G� C� ry A � I am the owner/resident of the property located at: ,w, r,111 `v Get y le The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: _ Name &relationship to owner: Name & relationship to owner: The Family Apartment will be the primary year-round residence for the above-identified family members. In the event that the listed relatives vacate said apartment, I will immediately notes the Building Commissioner,in writing. I understand that no subletting or subleasing of said Family Apartment is permitted. I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town. of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to notify the Building Commissioner immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location,please explain: The apartment has been dismantled. The apartment has been transferred to the Amnesty Program (Appeal No. ) Other Sworn to Wer the pains and penalties of perjury this day of J<�)1 /M 2015. Va4, Sig e Phone Number Print Name q:forms/famaffid.do c rev 11/08/11 k } Town of Barnstable Regulatory Services of r Richard V. Scali,Interim Director Building Division . TO W N; OFF R-A R N,TA,5!E vsnxxSTAB� Thomas Perry, CBO Building Com t, ones es o 01 9� 59 �Ari639 p�� 200 Main Street, Hyannis, MA 02601 FD Mp'l www.town.barnstable.ma.us Office: 508-862-4038 DIVISI „q Fax: 508-790-6230 Town of Barnstable Family Apartment Affidavit I, being on oath, depose and state as follows: �D�c Ci���°!� My name is I am the owner/resident of the property located at: of ol, %�/a/ �ed OF�111 (le #74 ©)-,�a3 "-)- The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: Name &relationshipto owner: /�/�'T/Le �'(/� 06",:29 a ` /��U �'L lelw-� Name &relationship to owner: The Family Apartment will be the primary year-round residence for the above-identified family members. In the event that the listed relatives vacate said apartment, I will immediately notify the Building Commissioner in writing. I understand that no subletting or subleasing of said Family Apartment is permitted. I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to notes the Building Commissioner immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location, please explain: The apartment has been dismantled. The apartment has been transferred to the Amnesty Program(Appeal No. ) Other Sworn to under the pains and penalties of perjury this day of<AyauY 2014. —T &D60 7,7/- Si Lure Phone Number Print Name q:forms/famaffid.do c rev 11/08/11 Town of Barnstable Regulatory Services �IHE Thomas F. Geiler,Director :. Building Division , OF TM * '"Mi s"sBLE. ' Thomas Perry, CBO,Building Commissioner UARINSTABLE Ar 1e39. 200 Main Street,` Hyannis, MA 02601 ". www.town.barnstable.ina.us Office: 508-862-4038 Fax: 508-790-6230 MP Town of Barnstable Family. Apartment Affidavit I,being on oath, depose and state as follows: My name is �� �� C I am the owner/resident of the property located at: ^-a The following members of my family will be the'soleoccupants of the Family.Apartment at the .aforementioned address: Name &relationship to owner: *AVA16 Name &relationship to owner: . The.Family Apartment will be the primary year-round residence for the above-identified family members. In-the event that the listed relatives vacate said apartment, I will immediately note the Building Commissioner in writing. I understand that no subletting or subleasing of said . Family Apartment is permitted. I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names.and relationship of occupants in said Family Apartment. I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town-of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree:, to notify the Building.Commissioner.immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location, please explain: The apartment has been.dismantled. The apartment has been transferred to the Amnesty Program(Appeal No: ` ) Other Sworn to under the pains and pen lties of perjury.this A0 day of 2013. Signat74 V Phone Number Print Name' ylJ/SCI1 / q:forms/fainafEd.doc rev l-1/08/1,1 a-. r: r Town of Barnstable Regulatory Services oFTMe � Thomas F. Geiler,D rt ctor Building Division Thomas Perry, CBO,BuildingCom issi6ner 1: 06 MAM ,e6,3 9. ���� 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 l J" Fax: '508-790-6230 Town of Barnstable Family Apartment Affidavit I, being on oath, depose and state as follows: My name is j-p4tl p I am the owner/resident of the property located at: �.��. •1�,!D /�d The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: Name &relationship to owner: Name &relationship to owner: The Family Apartment,will be the primary year-round residence for the,above-identified. family members. In the event that the listed relatives vacate said apartment, I will immediately note the Building Commissioner in writing. I understand that no subletting or subleasing of said Family Apartment is permitted. I understand that I am required to file an Affidavit annually with the Building 4 Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that I am'required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to notes the Building Commissioner immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location,please explain: The apartment has been dismantled. The apartment has been transferred to the Amnesty Program (Appeal No. ) Other Sworn to under the pains and_penalties o perjury this j day of J���/U �. 2012. chop- 771 ��1s pt)_ Signature D Phone Number U (lt), z Print Name ,t q:forms/famaffid.do c rev 11/08/11 Address Uonfirmation https:Hsecure.rmv.state.ma.us/ch4ngeofaddress/Confirrnation.aspx MassDOT Home About Us Employment Contact Us I Site Map Site Policies # Search. Online Transactions Branch Info Forms&Manuals License&ID Registration Citations&Suspensions Title&Salvage ' Malss`npv Change of Address Confirmation g P.rint This Page RELATED LINKS Transaction ID:9259129U 0 Registration Information Thank you!Your requested Change of Address was processed successfully.on 1/21/2012 at 1:45 PM ® Check My Vehicle Title and ! Lien holder Information J The Massachusetts Registry of Motor Vehicles NO LONGER MAILS:CHANGE OF ADDRESS LABELS:�p You may use any plain label with the address handwritten on it as long as it fits in the designated area on the Order Special Plates back of the license or ID.You can also use a pre-printed address label such as those you use for your return 0 Pay Citations(Tickets) address on your bills,etc.You may also attach a label to your vehicle registration(s). Be sure to notify your insurance agent of any change of address. a Renew Your Driver's License Your new address information is: 0 Renew Registration Residential Address: 0 Replace Your Driver's License m_� . _._-.- _ ...o»... --r� _ -..-,..�...,. .__-_...,�.,__ ._ __.�.� _. . 212 ELLIOTT RD 0 Replace Your Mass ID CENTERVILLE MA 02632 z 0 Request a Duplicate Registration 0 Confirm My Driver's Ed VOTER REGISTRATION: ' Certificate Has Been Issued + Your online Change of Address will 0 Organ and Tissue Donor 9 r�gj amend your MA voter registration status.In order to do this,you must submit an application for change of information at any RMV Branch office,or you may visit your new city/town Free FAST Lane Sipn Up hall,or pick up a mail in registration form at the RMV and mail it to your local election office.You may also contact the Division of Elections with the Secretary of State to request a Voter Registration Form ® Reauest a Duplicate Title If you have any questions,please call the RMV Phone Center at 1-617-351-4500(within 339/617/781/857)or v 1-800-858-3926(within 351/413/508f774/978)from 9:00 AM to 5:00 PM,Monday-Friday,except holidays. . You may now complete any other RMV online transactions,as necessary. Change Another Address `; s ©2012 Commonwealth of Massachusetts Home Site Map Site Policies Contact Us: By Email, By Phone, By Mail e R r! 4 f ,F r }'..i .1e Y Q 90 g} Ph +, jo `. , t..fe 1of1 e 1/21/12 1:45 PM Town of Barnstable Regulatory Services oFt"e rw�, Thomas F. Geiler,Director Building ! it u dg 0NN a 1 .Fk�ist t o Thomas Perry, CBO, Building Com mission er,%� 1 t "t I dui`! 1: p pi 039. ,; 200 Main Street, Hyannis, MA 02601 Fo�� www.town.barnstable.ma.us Office: 508-862-4038 08-790 6230 Town of Barnstable, Family Apartment Affidavit I, being on oath, depose and state as follows: My name is ��Dl,� ( � � I am the owner/resident of the property located at: cely tee/I /W_ The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: Name & relationship to owner: GwCIe Awl s Name & relationship to owner: The Family Apartment will be the primary year-round residence for the above-identified family members. In the event that the listed relatives vacate said apartment, I will immediately note the Building Commissioner in writing. I understand that no subletting or subleasing of said Family Apartment is permitted. I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. 1 also understand that I am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. 1 agree to note the Building Commissioner immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location, please explain: The apartment has been dismantled. ~ The apartment has been transferred to the Amnesty Program-(Appeal No. ) Other Sworn to under the pains and enalties of perjury this day of� �/ 2011. Si ture Phone Number rl. Print Name �� / J Town of Barnstable Regulatory Services-1 pF1HE rpk, .Thomas F. Geiler,Director Building Divi's.HN OF BARNSTABLE sAxivsTna Tom Perry, Building Commissioner 9� S. 039. ��� 200 Main Street,Hyannis,raIA 0,2R6401l I AN 8: 35 ArEo .�s www.town.barnstable.ma.us ------------ Office: 508-862-4038 DIVISION Fax: 508-790-6230 Town of Barnstable Family Apartment Affidavit I, being.on oath, depose and state as follows: My name is �/�" I am the owner/resident of the property located at: p7I C-,l/0 AW-- 0 The following members of my family,will be the sole occupants of the Family Apartment at the aforementioned address: Name & relationship to owner: Name & relationship to owner: The Family Apartment will be the primary year-round residence for the above-identified . family members. In the event that the listed relatives vacate said apartment, I will immediately notify the Building Commissioner in writing. 1 understand that no subletting or subleasing of said Family Apartment is permitted. I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to notify the Building Commissioner immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location, please explain: The apartment has been dismantled.- The apartment has been transferred to the Amnesty Program (Appeal No. ) Other Sworn to er t pai nd penal 'es of perjury this day of ! 2010. . Signa e Phone Number Print Name. -'O, Q/bldg/forms/famaffid Rev:12/08 Town of Barnstable Regulatory Services pUINE ip� Thomas F.Geiler,Director . ; � CTABLE ti Building Division BARNSTABLE, ' Tom Perry, Building Commissioner igs JAN 1<3 9 MA88. �A 1639• �0 200 Main Street,Hyannis, MA 02601 lfD MA'1 A www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Town of Barnstable Family Apartment Affidavit I, being on oath,depose and state as follows: My name'is `I am the owner/resident o the property located at: The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: Name & relationship to owner Name &relationship to owner: The Family Apartment will be the primary year-round residence for the above-identified family members. In the event that the listed relatives vacate said apartment, I will immediately notify the Building Commissioner in writing. I understand that no subletting or subleasing of said Family Apartment is permitted. I understand that I am required to file an Affidavit annually:with the Building '. Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit . and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to notify the Building Commissioner immediately in the event of the sale of'this property. If there is no longer a Family Apartment at this location, please explain:. The apartment has been dismantled.- The apartment has been transferred to-the Amnesty Program(Appeal No. ) Other Sworn to under the pains and penalties of perjury this day of 2009. Signature Phone Number Print Name /� /e Q/bl dg/forms/famaffid Rev:12/08 Town of Barnstable Regulatory Services , FIME Toy, Thomas F. Geiler,Director fdp�tlG CAI_ f9ARtiS A8LE Building Division MRNSTABLE, Tom Perry, Building Commi e 200 Main Street Hyannis,MA 02 0 Argor s www.town.barnstable.ma.us. DIVISM Office: 508-862-4038 'Fax: 508-790-6230 Town of Barnstable Family Apartment Affidavit I, being on oath, depose and state as follows: My name is I am the owner/resident of the property located at: l• �� The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: Name & relationship to owner:(_-:LdtX_-r_W_q_ Name & relationship to owner: The Family Apartment will be the primary year-round residence for the above-identified family members. In the event that the listed relatives vacate,said apartment,I will immediately notify the Building Commissioner in writing. I understand that no subletting or subleasing of said Family Apartment is permitted. 1 understand that 1 am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that 1 am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to note the Building Commissioner immediately in the`event of the sale of this property. If there is no longer a Family Apartment at this location, please explain: The apartment has been dismantled. The apartment has been transferred to the Amnesty Program (Appeal No. ) Other Sworn to under the pains and penalties of perjury this day of 2008. Signature Phone Number h Print Name .4 Lo o2 c Q/bldg/formsdamaffid Rev:l/03 Town of Barnstable Regulatory Services 11 otrIHE roy, Thomas F.Geiler,Director �o Building Division : _ r} j ,,, f w aARNSTABLE i '::t ,.:i J}i,Pa =1;,13L_ Tom Perry, Building Commissioner 9 MASS. g' 200 Main Street,Hyannis,MA 02601 ArED"APB A . www.town.barnstable.ma.us 41U91JAN 22 FAM I 1` 18 Office: 508-862-4038 11.I Vl.Fax:t 508-790-6230 Town of Barnstable Family Apartment Affidavit I, being on oath, depose and state as follows: My name is D � G'�2'�JuIJ�`r' - I am the owner/resident of the property located at: el A96 The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: Name & relationship to'owner: u ete` 4) �o t it/ Name'& relationship to owner: TheFamily Apartment will-be the primary year-round residence for-the above-identified family members. In the event that the listed relatives vacate said apartment, I will immediately notify the Building Commissioner in writing. I understand that no subletting or subleasing of said Family Apartment is permitted. I understand that 1 am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that 1 am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to notify the Building Commissioner immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location,please explain: The apartment has been dismantled. The apartment has been transferred to the Amnesty Program (Appeal No. ) Other Sworn to and the pain and alties of pe jury this �3 day of ��q 2007. �X3 Signa Phone Number Print am �� �ii 0. Q/bldg/forms/famaffid Rev:1/03 Town of Barnstable �C Regulatory Services �THe toh� Thomas F.Geiler,Director B E Building Division STABLE, » Tom Perry, Building Commissio r `� 0 5 �. y, eft)FEB 2� 1e39. 200 Main Street,Hyannis,MA 026gr �Fo 1iA0� www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Town of Barnstable Family Apartment Affidavit I,being on oath, depose and state as follows: My name is 6yJGI1�l9��° ^' ��'�A I am the or/resident of the property located at: Map and Parcel Number The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: Name &relationship to owner: �.�acic l�i10 Name & relationship to owner: The Family Apartment will be the primary year-round residence for the above-identified family members. In the event that the listed relatives vacate said apartment, I will immediately notify the Building Commissioner in writing. I understand that no subletting or subleasing of said Family Apartment is permitted. I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that 1 am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to notify the Building Commissioner immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location,please explain: The apartment has been dismantled. The apartment has been transferred to the Amnesty Program (Appeal No. ) Other Sworn to under the pains and penalties of perjury this day of 2006. Signature _ Phone Number.. Print Name tAi /QY Qfbldg/forms/famaffid Rev:1/03 TOWN OF BARNSTABLE. IN-LAW. APT.CERTIFICATE OF OCCUPANCY ICEL ID 247 256 GEOBASE ID 37164 )bRBSS 212 ELLIOTT ROAD PHONE CENTERVILLE.. ZIP - �,OT B BLOCK LOT SIZE ► I)BA DEVELOPMENT DISTRICT CO ` PERMIT 80827 DESCRIPTION IN LAW ABOVE GARAGE PERMIT:.TYPE_ _BFAM TITLE .. . . .FAMILY.,APARTMENT._ CONTRACTORS_ BAYSIDE BUILDING, .INC Department of ARCHITECTS: Regulatory ulato Services .TOTAL FEES_ , $75.00 - BOND $.00 Ox CONSTRUCTION COSTS 754 FAMILY APARTMENT AFF. 1 PRIVATE O * BAMS TAB E, .* mass. i639. A, BLT DI ISIO h. BY DATE. ISSUED 11/24/2004,. EXPIRATION DATE. . I . li THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN. ,i CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH. FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. 5N, 34 SEP -1 PM 2: 36 CLERK . r Town oBarnstable Zoning Board of Appeals Decision and Notice Appeal 2004-117 - Crawford Section 3-1.1(3)(D),- Family Apartment Special Permit Summary: Granted with Conditions J.David id and Monique R.Crawford- Petitioner: Road,Centerville,MA Property Address: 212 El Assessor's Map/ParceI Map 247,Parcel 256 Zoning: Residence B Zoning District Relief Requested&Background: The subject property is a 1.51-acre lot Centerville, lthou off of liott gh the buildiniott Road in g noel sin the Residence s ccessed from lB Zon ng District Centerville and is therefore addressed as (Hyannis). On December 24,2003,Building Permit No.73796 was issued to Bayside Building,Inc.,for the construction of a five-bedroom,4,760 sq.ft.,single-family dwelling on the lot. d above the attac According to the application,the petitioner is proposing000yuo occupied by Lucienne Roy,mother-in-law/moth heda of thearage a one-bedroom family apartment. The apartment:is P applicants. The petitioner has requested a Special Permit for a family apartment pursuant nas a conditional use,plrovoided a Special P all residential zoning districts Family apartments are allowed in Ordinance. F y p Permit is first obtained from the Zoning Board of Appeals. Procedural&Hearing Summary: This appeal was filed at the Town Clerk's office and at eals was the Officert advertised and noticng Be sentard oto allab abutters in accordance peals on June 24, 0 with public hearing before the.Za r,Board of Appeals Ygrant the MGL Chapter.40A. The hearing was openedkichartd L.Boyember ,Ralph ph Copelan04,at whichd,Gail Nightingale,me the Board 1Randolp'h Chiles and Board Members deciding this appeal were, Chairman Daniel M.Creedon III. ly Attorney Theodore A.Schilling represented the applicants before the$0of he dwelard. He ling.He stated that that the phe applosed icants apartment unit would be located above the garage and occupy.88 q so be the year roun would be occupying the home as their year ro enodWneden cans billing stated ththe apartment at e ould wners and have read he requirement f ' Lucienne Roy,the mother/mothei in-law of th and regulations for the family apartment and would abide by those requirements and restrictions. t With respect to standing,Mr.Schilling noted that a copy of the November 26,2003 Purchase and.Sales Agreement between the applicants and the owner of the property Brian T.Dacey,Trustee was submitted to the file. . Public comment was requested and no one spoke in favor or in opposition to the request. Findings of Fact: At the hearing of September 01,2004,the Board unanimously made to following findings of fact: nt cial partme 1. Appeal 2004-117.iermit in s:that of J.David and Monique R.Crawford,i to be an 860 sglft.Aone bedroom unit ocated above 3 accordance with Section 3-1-1(3)(D). The family apartment an attached garage. The property is located as shown on Assessor's Map 247,Parce1256 addressed 212 E Road,Centerville,MA in a Residence B Zoning_District. 2. From to materials submitted,to family apartment will meet with the requirement of Section 3-1.1(3)(D)of the Zoning Ordinance... y� artment unit is under the 50%area limitation,and the unit,being proposed within the dwelling is being oped in a manner which retains the existing residential character of the dwelling and the area. certified plot plan presented with the applicant,documents that the dwelling and apartment unit will comply with the required setbacks for the zoning district. In addition to meeting all of the provisions of Section 3-1.1(3)(D),the application falls within a category specifically excepted in the ordinance for a grant of a Special Permit,and after evaluation of all of the evidence presented,the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial ' detriment to the public good or the neighborhood affected. Decision: y made and seconded to grant the family apartment special permit subject Based on the findings of fact,a motion was dul to the following conditions: ent shall comply with,.and be maintained in accordance with,all restrictions of Section 3- . The family apartment P Y 1. Y P residing member res 1.1(3)(D)of the Zoning Ordinance and shall be the primary year-round residence of the family mem g therein. 2. The family apartment shall be developed and maintained as per plans presented to the Board. The proposed plot plan entitled"Certified Plot Plan at 212 Elliott Road in Barnstable Massachusetts",is dated February 12,2004 as. prepared by BSC Group,and as per plans presented entitled"Crawford Residence"as drawn by Bayside Building, Inc.It consists of four sheets including Elevation and floor plans. 3. This special permit,after being filed and signed by the Town Clerk must be recorded at the Registry of Deeds and a copy of that recording submitted to the Zoning Board of Appeals file and to the Building Division at the time an application for a building permit for the apartment is made. An occupancy permit from the Building Division for the dwelling and for the family apartment must be issued prior to the occupancy of the apartment unit. 4. Prior to an occupancy permit being issued for the-family apartment,the Building Commissioner shall verify that the applicants have or will be occupying the dwelling. 5. The on-site septic system shall comply with all Town of Barnstable Board Division regulations and without any Title 5 variances for the Board of Health. 6. The locus shall comply with all State Building Codes and State Fire Prevention Regulations- The vote was as follows: _. AYE: Richard L.Boy,Randolph Childs,Ralph Copeland,Gail Nightingale,Daniel M.Creedon NAY: None Ordered: Family Apartment Special Permit 2004-117 is granted with conditions. .This decision.must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any,shall be made pursuant to MGL Chapter 40A,Section 17,within twenty(20)days after the d he g of is decision, a copy of which must be filed in the office of the Town Clerk. Daniel M.Creedon 1 ,Chairman Date S kned I,Linda Hutchenrider,Clerk of.the Town of Barnstable,Barnstable County,.Massachusetts,hereby certify that twenty. (20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been . filed in the office of the Town Z erk. Signed and sealed this- > `�'daY under the gains and penalties of perjury. Linda Hutchenrider,Town Clerk 2 .. g ' . ,y q 3 YOU WISH TO OPEN A BUSINESS? f f� For Your Information: Business certificates(cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by-law. DATE: Fill in please: im Wi%n Ni�,y 3 APPLICANT'S YOUR NAME/S: t BUSINESS YOUR HOME DRESS: 212 �tL�o H t2 O F erntr,rrw'�s n — '`" 4� E, TELEPHONE # Home Telephone Number 3,A T-T20 Loa R. q NAME OF CORPORATION: NAME OF NEW BUSINESS TYPE OF BUSINESS �-'V1,- ok IS THIS A HOME OCCUPATION? YES - NO ADDRESS OF BUSINESS — T7— 0 ).Jj ����e,.�► ►Yw , aZCo3Z. MAP/PARCELNUMBS (Assessing)` When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of _ Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - [corner of Yarmouth Rd. &Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDINGCOMI 'sore E _ MUST COMPLY WITH HOME OCCUPATION This individuirifUr an i r quirements that pertain to this type of business. RULES AND REGULATION IN S, l.l1RE TO r3C� COMPI Y MAY M�-, T e na M164MENTSt/ ell 2. BOARD OF H TH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: Town of Barnstable "E Regulatory.Services Richard V. Scali,Director BAMgrnat a. Building Division M"B& Paul-Roma,Building Commissioner i6gp. �0 9. A 200 Main Street,Hyannis,MA 02601 www.town.barnstable.m a.us Office: 508-862-4038 Fax: 508-790-6230 ' Approved: Fee: Permit#: HOME OCCUPATION REGISTRATION Date: az j Name: Phone#: 3d q-X20 n � 1 , Address: L'ck D :ll 1" ` �'�J Village: (20-y\k"t IJ� Name of Business: C� Type of Business: &I 1` ' C Map/Lot: INTENT: It is the intent of thi ection to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be.generated in excess of normal residential volumes. x • The use does not-involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display,of.materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one I pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersign h rea nd a e with a frictions for my home occupation I am regis enring . Applicant: Date: Homeoc.doc Pk< /20/1b f 5 .. - � �' ;g �j��` ' �l '�' � � _.. i tl, I �, ' i } . _ ,�� .. _ 1 1 � � __. a �- - t ... . . .. ... .e. .. ' f Town of Barnstable �F THE l o Building Department Services • Brian Florence, CBO snaivsTnaie, A HAS& $ Building Commissioner �y a c F 1639. �� TA IrM!"t � : I STABLE rFn �a 200 Main Street,Hyannis, MA 026'01 www.town.barnstable.ma.usr.4 at Office: 508-862-4038 Fax: 508-790-6230 Town of Barnstable Family Aparfifi4akAffidavit I,being on oath, depose and state as follows: My name is -�' �a'r�rD GPJr� I am the owner/resident of the property located at: The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: Name&relationship to owner: Name &relationship to owner: The Family Apartment will be the primary year-round residence for the above-identified family.members. In the event that the listed relatives vacate said apartment, I will immediately note the Building Commissioner in writing. I understand that no subletting or subleasing of said Family Apartment is permitted. I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to note the Building Commissioner immediately in the events of the sale of this property. If there is no longer a Family Apartment at this location, please explain: The'apartment has been dismantled: The apartment has been transferred to the Amnesty Program(Appeal No.. ) Other. Sworn to under the pains d penalties of perjury this�`D day of 444( f 2019. Signature Phone Number Print Name q:forms/famaffid.doc rev 11/08/13 Town of Barnstable Building Department �. Brian Florence, CBO * a ENST ate �� � Mnss Building Commissioner � E® 9. s63 � ♦0 '°moo 200 Main Street, Hyannis,MA 02601 b/ www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 Town of Barnstable Family Apartment , � it Zz I, being on oath, depose and state as follows: p My name is `� l)��t V 6 4�r-D`2) I am the owner/resident the n cn property located at: _ o�lo'L The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: Name & relationship to owner: Name &relationship to owner: The Family Apartment will be the primary year-round residence for the above-identified family members. In the event that the listed relatives vacate said apartment, I will immediately notify the Building Commissioner in writing. I understand that no subletting or subleasing of said Family Apartment is permitted. I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to notify the Building Commissioner immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location,please explain: The apartment has been dismantled. The apartment has been transferred to the Amnesty Program (Appeal No. _ ) Other Sworn to under the pains and penalties of perjury this day of`IitNllA 1 2018. SignatVe Phone Number Print Name q:forms/famafd.doc rev 11/22/2017 Town of Barnstable Regulatory Services t+Ay� Richard V. Scali,Director,, Building Division l ' Paul Roma,Building Commissioner E16yq. 200 Main Street, Hyannis, MA 02601 ` www.town.barnstable.ma.us = C Office: 508-862-4038 Fax: 508-790-6230 Town of Barnstable Family Apartment Affidavit I,being on oath, depose and state as Tfollows: My name is — n � l' id I am the owner/resident of the " property located at,.' The following members of my family will be the sole occupants of the Family Apartment at the" aforementioned address: Name &relationship to owner:. Name& relationship to owner: The Family Apartment will be the primary year-round residence for the above-identified family members. In the event that the listed relatives vacate said apartment, I will immediately not fy the Building Commissioner in writing. I,understand,that no subletting or subleasing of said Family Apartment is permitted. I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to notes the Building Commissioner immediately in the event of the sale of this property. -If there is no longer a Family Apartriient at this location.,please explain:The apartment has been dismantled. The apartment has been transferred to the Amnesty Program(Appeal No.` ) Other Sworn to under the pains an enalties of perjury this /d day of / 2017. /04PWI:4�) Signa Phone Number Print NameY � q:forms/famaffid.doc . rev 11/08/12 Town of Barnstable Regulatory Services oF�"E Richard V. Scali,Director ' Building Division v RAMSTABM Thomas Perry, CBO,Building Commissioner 4� i6.59. .• Argo�A 200 Main Street, Hyannis, MA 02601 wwwaown.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Town of Barnstable Family Apartment Affidavit I, being on oath, depose and state as follows: My name is J', Alth b C'2 �� I am the owner/resident of the property located at: CIZ1hl/o`� /� lD �C� The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: Name &relationship to owner:_ �/ 1�/Petlel UMe`&)relatioJe hip to owner: co Family Apartment will be the primary year-round residence for the above-identified - family members. In the event that the listed relatives vacate said apartment, I will immediately -*C Aptifythe wilding Commissioner in writing. I understand that no subletting or subleasing of said U Family Apartment is permitted. "y I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. I also c) Eunderstand that I am required to comply with all conditions imposed by the ZBA Special Permit {and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to note the Building Commissioner immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location,please explain: The apartment has been dismantled: The apartment has been transferred to the Amnesty Program (Appeal No. ) Other Sworn to under the pains and Denalties of perjury this 8 day of- OW_ OW kt 2016. Signa a Phone Number Print Name ' q:forms/famaff.d.doc rev 11/08/12 Town of Barnstable Bil11C�1 y ng • Post.This Card So That it is Visible From the Street Approved Plans Must be Retained on>Job and this Card Must be Kept <' .axa..srnscs ' MASS. " k� *.�°%`as .: ' • Posted Until+Final Inspection Has'Been,Made } .. 4 ; r ', ry n ,63� , Permit Where a Cert ficate of Occupancy�s Required,such,Building hall Not be Occupied until a;Fi}Mnal;lnispect on has been made Permit No. B-18-480 Applicant Name: JOHN CRAWFORD AND MONIQUE R Approvals Date Issued: 03/02/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 09/02/2018 Foundation: Location: 212.ELLIOTT ROAD,CENTERVILLE Map/Lot 247 256 Zoning District: SPLIT Sheathing: Owner on Record: JOHN CRAWFORD Contractor Name: Framing:. 1 �'f�3 p�� - Address: 212 ELLIOT RD Contractor License 2 t - -A CENTERVILLE, MA 02632 Est Project Cost: $ 12,000.00,. Chimney: Pet : Description: cover for deck framed rmi Fee 111.20- $ t Insulation: . 1 Fee Paid: $111.20 - Project Review Req: NEED IMGAES OF STRUCTURE IN EXISTING DECK FLOORING _ Final: AND FLOOR JOIST SIZES FOR FILE:` Date 3/2/2018 4 s "r, Plumbing/Gas' Rough Plumbing: Building Official �. Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after-issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be incompliance 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 the work until the completion of the same. x -T Electrical. e , r The Certificate of Occupancy will not be issued until all applicable signatures by the Building an'd Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work = .' 1.Foundation or Footing Rough: 2.Sheathing Inspection "` •a9 p 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 S.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 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: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 0,*1HE r, Application Number.... ............................ .......... BARNSTABLF, x"& g Permit ..... .............Other Fee........................ 16 OV 0, 3ed..................... ........1.................................. ...... TOWN OF BARNSTABL proval by .......................An. BUILDINGPERMIT ' Ms�s`1;/,�w .................Parcel.............................................. APPLICATION Section I Owner's Information and Project Location Project Address T I -T- P_ Village&Lt-/ 0 7 Owners Name J01-tAl /,).4-V/tA 04 Owners Legal Address City OFA/—r CIC VJ JJ_Jr State Zip P 7-6,T 7 Owners Cell# Ma., 6,3or E-mail b C .4wF-&W tA Coyh e_,g S 7- Section 2— Structural Use ❑ Single Two Family Dwelling E] Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Section 3 —Type of Permit ❑ New Construction E] Move/Relocate F] Accessory Structure EJ Change.of use El Demo/(entire structure) El Finish Basement El Family/Amnesty El Fire Alarm Rebuild 54 Deck k6 Vff Apartment ❑ Sprinkler System F] Addition E] Retaining wall, R Solar El Renovation. ❑ Pool E] Insulation Other—Specify Section 4 Work Description fT7 6titf -e x. siino 3—vu 67+V I el f,ov�j V�-ell U Last updated: 12/28/2017 li i Application Number.................................................... Section 5—Detail Cost of Proposed Construction )�Square Footage of Project i Age of Structure ig Safe Number, # Of Bedroom g s Existing Total#Of Bedrooms (proposed) _ 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design I Section 6—Project Specifics i ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply �, Public El Private Sewage Disposal El' Municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Facility: -t'1/� "Je� �� S I amusing a crane ❑ Yes �' No Debris Disposal �' , Section 7--Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank? .Yes ❑ No ❑ y Section 8— Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage # of Dwelling Units (on site) Proposed Setbacks Front Yard Required Pro P Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes No T.ast undated: 12/28/2017 r a 4 � ,5lew eX sSTiI► lj eve-e.` Ol 14k C,CA& oe i „ i , � i f NO ION" ti6� SAP c, SIN ZZ 1 s � ®►e F 4 MTV! t' PIP , � tali Na i. t � 1 : 5,. - - n� � ..ul. �� � ��.".y i •t �� 1 �" � ate yy»ij r a 1 0 ` y � *k � ,d—p s 4 A jo t t v2j IS)b f Pot R d Ak,-fy' A, r AM � w�,4F,A ���,�� s'�'yr� `�1'�",�c��'8t?�'�". 1���y��,Y✓ 4#������� �' w.., �� �:�^,� a,,•ad"y''� ; ���,`SM o3fa��t•t8�'�!•�y�'� �x"�'F6��a'yC!��6� 1�.��d{ i ��q���,r 7�y��r��� � � �x a,,wr'' + p rz `q .-�r�Qt-appl��q^ �!,`y�+0.'?"�����Fe'.'4 A�Yg� 4.-a�`_ !� ,�i���ly�i�SC9\\'`7r ,,���w ��•'''� !�''c �. syti r7at °,iP° A' �f ! r^ ,1 qRp+r ."qk �1,'f J 48..3�' ;"b"T' e� ry •$'� - '� <:^ta/�A ..� n�:�y air-;:o'® •�r��.11' ���.� ! TFt.a v,�rkd�.r'y; r � :r ...Y� � �a :, �.._, ": n �`�x��'s`'^•�� :.. E � a Od < Y s t 4 ti, 'y�c-i,}is �� ro�at"'t{.w' �'�'� s" J�'•., �'-'eta ," ,_r�+ q � .�v�'r� � .Y's'-�.; i�?73�.,.�.:xa.,¢'„ l3Pi' ` ik�r'�1,4�,.,.. ,.w., �,•s�,ta �� ��j •,�`� ki „' y� >r f k'�U�������yp�O���° ,��SQd;°x.�15n y eat �j _ ""y V,,,®� +�": v ,: `3 ' F y t1'a�,aaN, �t�!°a�,�'`.t .�x✓"a '+c�s��\Z�':.��,�Y - `.�,_� ` ay ay,kf Pe,a'y"te'i• f ` ,.. �fwyla,:""Y,zycl�J "'3.'^GY'O'��", O r, T�'yak t P '.� �� :.z>♦ ,.,,3pr '. +�J a r� �f FF « 4 a r rv. i ..t1.�`�'yvy��Aa'1®�.kY '`d'�P®.".r.. l.�I�S_• _.,�..;�*9' s�.. t' .� « ., y vk •�._�+Gay�i".�n`=��/l.� '�w�-a ����.� rF�Sy"5p�°f�.�„�� y'-'� � yr; it '� a'„ a� ��-a�.C�>C•y.� ��i��1 y k, t i� - � c9 e Lit IF I IF f r pia -1 3 } S { C t� fY� � • � 9f �r ly if y T t qy�p Pf J � r k a A� f j orl 1 The Commonwealth of Massachusetts Department of Industrial Accidents — — Office of Investigations ' 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A i licant Information Please Print Legibly qllYme(Business/Organization/IndividuaI): J lt q-,/r-dYL 4 Iddress: !2 .l 0 i i A L 3 City/State/Zip:. &iF,4/`feK L t(��' Phone#: s0Y Zky 6-Tor Are you as employer?Check the appropriate bog: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sold'proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. F1 Demolition working forme in any capacity. employees and have workers' 9 Building addition [No workers'comp.insurance comp.msura„ce.t required.] 5. [] We are a corporation and its 10.❑Electrical repairs or additions 3.A I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required]t c. 152, §1(4),and we have no employees.[No workers' 13.[:1 Other comp.insurance required.] *Any applicant that checks box#] must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. . I am an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ida hereby certify upt r th ai nd peIti of perjury that the information provided above is tru�correct S;- afore: Date: Phone#: �—o q — Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificates)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to cant'workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth of MassachuwW Dgpmtment of Tndostri I AcrAdents Office of Investigations 600 Washio.gton greet Boston,MA 02111 Tel,#617-727-4440 ext 4Q6 or 1-877-MASS Fax#6.17-727-7749 Revised 4-24-07 w.mass,gov/dla I i Application Number............................................ Section 9;— Construction Supervisor Name Telephone Number Address City State Zip License Number License Type Expiration Date Contractors Email Cell # I understand my responsibilities under the rules and,regulations for Licensed Construction Supervisor in accordance,with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section 10 —Home Improvement Contractor , Name Telephone Number Address City State Zip: Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature_ Date Section 11 —Home Owners License Exemption Home Owners Name: J )'to C4.4-W FovLD Telephone Number Q Y Wb G 3 D 1( Cell or Work Number understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation re qui e b 7$0 C and the T6wn f Barnstable: Signature v Date / d APPLICANT SIGNATURE Signature Date � /8' ��/,�(p �2��0�� Telephone Number TkD 6 h Print Name p . ¢— K E-mail permit to: Last updated: 12/28/2017 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District F Site Plan Review(if required) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire department for approval Section 13 — Owner's Authorization 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: (Address of job) S' a e of er date Print Name E. Last updated: 12/28/2017 / tlAlOO[,KOR -, ; i 'ice- 1— - _ �.\ '•� \ '1:' 6.M cc 91 47 If 2110" NCNMARK. STAKE SET. -210=8-: 7 - �, r, ! ti _ _ELEV 35.54• 7.E: c �O -- =-cA, 1 u rf O \ / ------------ ti ! MST.7»G ACCESS E '3 OBO v \ TANK 5T/ , y _ 41.60 ' r7 0 0 Qo >\ / IIF /. '40BRVEN TR. LEACHING n\v . TRENCH(TYP) 4} G 1 Q Z KENNETH J. a ' \ RESERVE •� C' JUUE RCJGERS - AREA(TYP) N/F MAP 247 j CART. S. RIJ£11 f S - - PARCEL 64 MAP 247 LOT 8A N/i i J f KFNNETH S- h - KAREN M. MOLLOY - - ' MAP 247 )) PARCEL 65. 'J(� � CEORCE P. a - f c— • ANN MCLAUGHUN - MAP 247 PARCEL M / N,F :, m i MICHAEL J. a ''7(03 DOROTHY J. C3C]1ON 1 . MAP 247 PARCEL D7 •` .• .. P�1HE�,,o The Town of Barnstable BARMARS P E. MARS. Department of Health Safety and Environmental Services S i639. ,00 rE�MP'�°• Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection, rrrwe ll Location 1Z uA- �G Permit Number 7379 G Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: I- . . . � kY�a oeert V%4 6 \3acV, (.)Gil` , frao� S v �.. {'vi� r\eertd �.aTo- Q` ✓` 1� 4 x ra yo3'1 Please call: 508-862-493-9 for re-inspection. Inspected by U 11 Date Uniformly Loaded Floor Beam[AISC 9th Ed ASD 1 Ver:5.05 Bv:Joe Madera, Shepley Wood Products on: 12-23-2003: 11:27:43 AM Protect: CRAWFORD-Location: B1 Summary: A36 W10x30 x 19.0 FT Section Adequate By:6.1% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.25 IN Live Load: LLD= 0.55 IN =U414 Total Load: TLD= 0.80 IN =U286 Reactions(Each End): Live Load: LL-Rxn= 8788 LB Dead Load: DL-Rxn= 3942 LB Total Load: TL-Rxn= 12730 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 0.94 IN Beam Data: Span: L= 19.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 925.0 PSF Floor Dead Load-Side One: DU= 385.0 PSF Tributary Width-Side One: TW1= 1.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two:'` TW2= 0.0 FT Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 925 PLF Beam Self Weiqht: BSW= 30 PLF Beam Total Dead Load: wD= 415 PLF Total Maximum Load: wT= 1340 PLF Properties for:W10x30/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 10.47 IN Web Thickness: tw= 0.30 IN Flanqe Width: - bf= 5.81 IN Flange Thickness: G- •• tf= 0.51 IN Distance to Web Toe of Fillet: k= 0.94 IN Moment of Inertia About X-X Axis: Ix= 170.00 IN4 Section Modulus About X-X Axis: Sx= 32.40 IN3 Radius of Gvration of Compression Flanqe+ 1/3 of Web: rt= 1.55 IN Design Properties per AISC Steel Construction Manual: Flanqe Bucklinq Ratio: FBR= 5.70 Allowable Flanqe Buckling Ratio: AFBR= 10.83 Web Bucklinq Ratio: WBR= 34.90 Allowable Web Bucklinq Ratio: AWBR= 106.67 Controllinq Unbraced Lenqth: Lb= 0.0 FT Limitinq Unbraced Lenqth for Fb=.66*Fy:' Lc= 6.13 FT Allowable Bendinq Stress: Fb= 23.76 KSI Web Heiqht to Thickness Ratio: h/tw= 31.5 Limitinq Web Heiqht to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controllinq Moment: M= 60468 FT-LB Nominal Moment Strength: Mr= 64152 FT-LB Controllinq Shear: V= 12730 LB Nominal Shear Strenqth: Vr= 45230 LB Moment of Inertia(Deflection): Ireq= 147.65 IN4 1= 170.00 IN4 ti Multi-Loaded Beam(AISC 9th Ed ASD 1 Ver:5.05 By:Joe Madera , Shepley Wood Products on: 12-23-2003 : 12:06:15 AM Protect: CRAWFORD-Location: B2 Summary: A36 W10x39 x 24.5 FT Section Adequate By: 38.3% Controlling Factor: Moment of Inertia Center Span Deflections: Dead Load: DLD-Center= 0.33 IN Live Load: LLD-Center= 0.56 IN=U529 Total Load: TLD-Center= 0.89 IN= U332 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 6778 LB Dead Load: DL-Rxn-A= 3867 LB Total Load: TL-Rxn-A= 10645 LB Bearing Length Required (Beam only, Support capacity not checked): BL-A= 1.13 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 3389 LB Dead Load: DL-Rxn-B= 2172 LB Total Load: TL-Rxn-B= 5561 LB Bearing Length Required (Beam only, Support capacity not checked): BL-B= 1.13 IN Beam Data: Center Span Length: L2= 24.5 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 24.5 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 0 PLF Beam Self Weight: BSW= 39 PLF Total Load: wT-2= 39 PLF Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 630 PLF Left Dead Load: TRD-Left-1-2= 315 PLF Right Live Load: TRL-Riqht-1-2= 0 PLF Right Dead Load: TRD-Right-1-2= 0 PLF Load Start A-1-2= 0.0 FT Load End: B-1-2= 24.5 FT Load Length: C-1-2= 24.5 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 200 PLF Left Dead Load: TRD-Left-2-2= 100 PLF Right Live Load: TRL-Riqht-2-2= 0 PLF Right Dead Load: TRD-Right-2-2= 0 PLF Load Start: A-2-2= 0.0 FT Load End: B-2-2= 24.5 FT Load Length: C-2-2= 24.5 FT Properties for:W10x39/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 9.92 IN Web Thickness: tw= 0.31 IN Flange Width: bf= 7.99 IN Flange Thickness: tf= 0.53 IN Distance to Web Toe of Fillet: k= 1.13 IN Moment of Inertia About X-X Axis: Ix= 209.00 IN4 Section Modulus About X-X Axis: Sx= 42.10 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 2.16 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 7.53 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 31.49 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limitinq Unbraced Length for Fb=.66*Fy: Lc= 8.43 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 28.13 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 50797 FT-LB 10.535 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr= 83358 FT-LB Controlling Shear: V= 10645 LB At left support of span 3(Right Span) Page:2 Multi-Loaded Beam[AISC 9th Ed ASD 1 Ver: 5.05 By:Joe Madera , Shepley Wood Products on: 12-23-2003: 12:06:15 AM Project: CRAWFORD-Location: B2 Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strenqth: Vr= 44997 LB Moment of Inertia(Deflection): Ireq= 151.17 IN4 1= 209.00 IN4 Multi-Loaded Beamf AISC 9th Ed ASD 1 Ver: 5.05 By:Joe Madera , Shepley Wood Products on: 12-23-2003 : 12:08:16 AM Proiect: CRAWFORD-Location: B3 Summary: A36 W10x22 x 15.0 FT Section Adequate By: 96.2% Controlling Factor: Moment Center Span Deflections: Dead Load: DLD-Center= 0.10 IN Live Load: LLD-Center= 0.17 IN=U1074 Total Load: TLD-Center= 0.27 IN=U665 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 5025 LB Dead Load: DL-Rxn-A= 3040 LB Total Load: TL-Rxn-A= 8065 LB Bearing Length,Required (Beam only, Support capacity not checked): BL-A= 0.75 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 2513 LB Dead Load: DL-Rxn-B= 1602 LB Total Load: TL-Rxn-B= 4115 LB Bearing Length Required (Beam only, Support capacity not checked): BL-B= 0.75 IN Beam Data: Center Span Length: L2= 15.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 15.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 0 PLF Beam Self Weight: BSW= 22 PLF Total Load: wT-2= 22 PLF Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 480 PLF Left Dead Load: TRD-Left-1-2= 180 PLF Right Live Load: TRL-Riqht-1-2= 0 PLF Right Dead Load: TRD-Right-1-2= 0 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2= 15.0 FT Load Length: C-1-2= 15.0 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 525 PLF Left Dead Load: TRD-Left-2-2= 315 PLF Right Live Load: TRL-Riqht-2-2= 0 PLF Right Dead Load: TRD-Right-2-2= 0 PLF Load Start: A-2-2= 0.0 FT Load End: B-2-2= 15.0 FT Load Length: C-2-2= 15.0 FT Trapezoidal Load 3 Left Live Load: TRL-Left-3-2= 0 PLF Left Dead Load: TRD-Left-3-2= 80 PLF Right Live Load: TRL-Riqht-3-2= 0 PLF Right Dead Load: TRD-Right-3-2= 0 PLF Load Start: A-3-2= 0.0 FT Load End: B-3-2= 15.0 FT Load Length: C-3-2= 15.0 FT Properties for:W10x22/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 10.17 IN Web Thickness: tw= 0.24 IN Flange Width: bf= 5.75 IN Flange Thickness: tf= 0.36 IN Distance to Web Toe of Fillet: k= 0.75 IN Moment of Inertia About X-X Axis: Ix= 118.00 IN4 Section Modulus About X-X Axis: Sx= 23.20 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.52 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 7.99 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 42.38 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 6.07 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 39.38 Limiting Web Height to Thickness Ratio for Fv=.4"Fy: h/tw-Limit= 63.33 Page:2 Multi-Loaded Beamf AISC 9th Ed.ASD 1 Ver: 5.05 By:Joe Madera , Shepley Wood Products on: 12-23-2003 : 12:08:16 AM Project: CRAWFORD-Location: B3 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controllinq Moment: M= 23408 FT-LB 6.3 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr= 45936 FT-LB Controllinq Shear: V= 8065 LB At left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strenqth: Vr= 35148 LB Moment of Inertia(Deflection): Ireq= 42.59 IN4 1= 118.00 IN4 Multi-Loaded Beam[AISC 9th Ed ASD 1 Ver: 5.05 By:Joe Madera , Shepley Wood Products on: 12-23-2003: 12:12:56 AM Project: CRAWFORD-Location: B4 Summary: A36 W12x22 x 24.0 FT Section Adequate By:28.2% Controlling Factor: Moment Center Span Deflections: Dead Load: DLD-Center= 0.28 IN Live Load: LLD-Center= 0.60 IN=U484 Total Load: TLD-Center= 0.88 IN=U328 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 5760 LB Dead Load: DL-Rxn-A= 2664 LB Total Load: TL-Rxn-A= 8424 LB Bearing Length Required(Beam only. Support capacity not checked): BL-A= 0.88 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 2880 LB Dead Load: DL-Rxn-B= 1464 LB Total Load: TL-Rxn-B= 4344 LB Bearing Length Required(Beam only, Support capacity not checked): BL-B= 0.88 IN Beam Data: Center Span Length: L2= 24.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 24.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 0 PLF Beam Self Weight: BSW= 22 PLF Total Load: wT-2= 22 PLF Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 480 PLF Left Dead Load: TRD-Left-1-2= 120 PLF Right Live Load: TRL-Riqht-1-2= 0 PLF Right Dead Load: TRD-Right-1-2= 0 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2= 24.0 FT Load Length: C-1-2= 24.0 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 240 PLF Left Dead Load: TRD-Left-2-2= 120 PLF Right Live Load: TRL-Riqht-2-2= 0 PLF Right Dead Load: TRD-Right-2-2= 0 PLF Load Start: A-2-2= 0.0 FT Load End: B-2-2= 24.0 FT Load Length: C-2-2= 24.0 FT Trapezoidal Load 3 Left Live Load: TRL-Left-3-2= 0 PLF Left Dead Load: TRD-Left-3-2= 60 PLF Right Live Load: TRL-Riqht-3-2= 0 PLF Right Dead Load: TRD-Right-3-2= 0 PLF Load Start: A-3-2= 0.0 FT Load End: B-3-2= 24.0 FT Load Length: C-3-2= 24.0 FT Properties for:W12x22/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 12.31 IN Web Thickness: tw= 0.26 IN Flange Width: bf= 4.03 IN Flange Thickness: tf= 0.43 IN Distance to Web Toe of Fillet: k= 0.88 IN Moment of Inertia About X-X Axis: Ix= 156.00 IN4 Section Modulus About X-X Axis: Sx= 25.40 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.02 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 4.74 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 47.35 Allowable Web Buckling.Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 4.25 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 44.08 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Pape:2 Multi-Loaded Beam[AISC 9th Ed ASD 1 Ver: 5.05 Bv:Joe Madera , Shepley Wood Products on: 12-23-2003: 12:12:56 AM Project: CRAWFORD-Location: B4 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controllinq Moment: M= 39233 FT-LB 10.32 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr= 50292 FT-LB Controllinq Shear: V= 8424 LB At left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strenqth: Vr= 46089 LB Moment of Inertia(Deflection): Ireq= 116.03 IN4 1= 156.00 IN4 Uniformly Loaded Floor Beamf AISC 9th Ed ASD 1 Ver: 5.05 By:Joe Madera , Shepley Wood Products on: 12-23-2003 : 12:13:40 AM Project: CRAWFORD-Location: B5 Summary: A36 W12x26 x 30.0 FT Section Adequate By: 131.9% Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= 0.19 IN Live Load: LLD= 0.43 IN = U835 Total Load: TLD= 0.62 IN=U581 Reactions(Each End): Live Load: LL-Rxn= 2100 LB Dead Load: DL-Rxn= 915 LB Total Load: TL-Rxn= 3015 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 0.88 IN Beam Data: Span: L= 30.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 3.5 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 140 PLF Beam Self Weiqht: BSW= 26 PLF Beam Total Dead Load: wD= 61 PLF Total Maximum Load: wT= 201 PLF Properties for:W12x26/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 12.22 IN Web Thickness: tw= 0.23 IN Flanqe Width: bf= 6.49 IN Flanqe Thickness: tf= 0.38 IN Distance to Web Toe of Fillet: k= 0.88 IN Moment of Inertia About X-X Axis: Ix= 204.00 IN4 Section Modulus About X-X Axis: Sx= 33.40 IN3 Radius of Gyration of Compression Flanqe+ 1/3 of Web: rt= 1.72 IN Design Properties per AISC Steel Construction Manual: Flanqe Bucklinq Ratio: FBR= 8.54 Allowable Flanqe Buckling Ratio: AFBR= 10.83 Web Bucklinq Ratio: WBR= 53.13 Allowable Web Bucklinq Ratio: AWBR= 106.67 Controllinq Unbraced Lenqth: Lb= 0.0 FT Limitinq Unbraced Lenqth for Fb=.66*Fy: Lc= 6.85 FT Allowable Bendinq Stress: Fb= 23.76 KSI Web Heiqht to Thickness Ratio: h/tw= 49.83 Limitinq Web Heiqht to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controllinq Moment: M= 22613 FT-LB Nominal Moment Strength: Mr= 66132 FT-LB Controllinq Shear: V= 3015 LB Nominal Shear Strenqth: Vr= 40473 LB Moment of Inertia(Deflection): Ireq= 87.97 IN4 1= 204.00 IN4 BOiSwBC CALCO 2003 DESIGN REPORT - US Tuesday, December 23,2003 12:18 Single 11 V8" AJSTM 10 APG File Name: Bayside Crawford.BCC:J02 Job Name: CRAWFORD Description:J2 SECOND FLOOR LEFT SIDE JOIST Address: Specifier: City,State,Zip: , Designer: Joe Madera Customer: Bayside Building Company: SHEPLEY WOOD PRODUCTS Code reports: BOCA 22-09,SBCCI 9707D,ICBO PFC-5504 Misc: Standard Load-40 psf i 10 psf OC Spacing 16" R1AL " 08-00-00 AL 19-00-00 AL BO, 1-1/2" B1,3-1/2" B2, 1-1/2" 198 Ibs LL 1043 Ibs LL 418 Ibs LL -4 Ibs DL 261 Ibs DL 103 Ibs DL Total Horizontal Length-27-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 27-00-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 2 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 2275 ft-Ibs 62.1% 100% 2 2-Left Slope: 0/12 Neg. Moment -2275 ft-Ibs 62.1% 100% 2 1 -Right OC Spacing: 16" End Reaction 520 Ibs 45.5% 100% 5 2-Right Repetitive: Yes Int. Reaction 1304 Ibs 44.5% 100% 2 2-Left Construction Type:Glued Cont.Shear 753 Ibs 50.5% 100% 2 2-Left Uplift 215 Ibs n/a 5 1 -Left Live Load: 40 psf Total Load Defl. L/792(0.288") 30.3% 5 2 Dead Load: 10 psf Live Load Defl. U980(0.233") 36.7% 5 2 Partition Load: 0 psf Total Neg. Defl. -0.048" 9.5% 5 1 Duration: 100 Max Defl. 0.288" 28.8% 5 2 Disclosure Span/Depth 19.2 n/a 2 The completeness and accuracy of Cautions I - the input must be verified by anyone Uplift of 215 Ibs found at span 1 -Left. who would rely on the output as evidence of suitability for a Notes particular application. The output Design meets Code minimum(U240)Total load deflection criteria. above is based upon building Design meets Code minimum(U360)Live load deflection criteria. code-accepted design properties Design meets arbitrary(V)Maximum load deflection criteria. and analysis methods. Installation Minimum bearing length for BO is 1-1/2". of BOISE engineered wood Minimum bearing length for B1 is 3-1/2". products must be in accordance Minimum bearing length for B2 is 1-1/2". with the current Installation Guide Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and the applicable building codes. Connector Manufacturer: Simpson Strong-Tie®Company Inc. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER®, BCIO, BC RIM BOARD-, BC OSB RIM BOARD-,BOISE GLULAMTM VERSA-LAMS,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 r soisw BC CALC®2003 DESIGN REPORT - US Tuesday, December 23,2003 12:18 Single 11 V8" AJSTM 10 APG File Name: Bayside Crawford.BCC:J03 Job Name: CRAWFORD Description:J3 FIRST FLOOR WORST CASE Address: Specifier: City,State,Zip: , Designer: Joe Madera Customer: Bayside Building Company: SHEPLEY WOOD PRODUCTS Code reports: BOCA 22-09,SBCCI 9707D,ICBO PFC-5504 Misc: Standard Load-40 psf i 10 psf OC Spacing 16" AL AL 80, 1-1/2" 131, 1-1/2" 440 Ibs LL 440 Ibs LL 110 Ibs DL 110 Ibs DL Total Horizontal Length-16-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 16-06-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 2269 ft-Ibs 61.9% 100% 2 1 -Internal Slope: 0/12 Neg. Moment 0 ft-Ibs n/a 100% OC Spacing: 16" End Reaction 550 Ibs 48.1% 100% 2 1 -Left Repetitive: Yes Total Load Defl. U690(0.287") 34.8% 2 1 Construction Type:Glued Live Load Defl. U862(0.23"). 41.8% 2 1 Max Defl. 0.287" 28.7% 2 1 Live Load: 40 psf Span/Depth 16.7 n/a 1 Dead Load: 10 psf Partition Load: 0 psf Notes Duration: 100 Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for B1 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a Connector Manufacturer: Simpson Strong-Tie®Company Inc. particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCIG, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJS"m are trademarks of Boise Cascade Corporation. Page 1 of 1 f nois - BC CALC® 2003 DESIGN REPORT - US Tuesday, December 23,2003 12:18 Single 11 7/8" AJSTm 25 MSR File Name: Bayside Crawford.BCC:J01 Job Name: CRAWFORD Description:J1 SECOND FLOOR JOIST Address: Specifier: City,State,Zip: , Designer: Joe Madera Customer: Bayside Building Company: SHEPLEY WOOD PRODUCTS Code reports: BOCA 22-09,SBCCI 9707D,ICBO PFC-5504 Misc: Standard Load-40 psf i 10 psf OC Spacing 16" Alk BO, 1-1/2" B1, 1-1/2" 533 Ibs LL 533 Ibs LL 133 Ibs DL 133 Ibs DL Total Horizontal Length-20-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 20-00-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 3333 ft-Ibs 57.1% 100% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-Ibs n/a 100% OC Spacing: 16 0 0 End Reaction 667 Ibs 58.3/0 100/a 2 1 -Left Repetitive: Yes Total Load Defl. U526(0.456") 45.6% 2 1 Construction Type:Glued Live Load Defl. U658(0.365") 54.7% 2 1 Max Defl. 0.456" 45.6% 2 1 Live Load: 40 psf Span/Depth 20.2 n/a 1 Dead Load: 10 psf Partition Load: 0 psf Notes Duration: 100 Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for B1 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a Connector Manufacturer: Simpson Strong-Tie®Company Inc. particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUDS,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE, BC CALC® 2003 DESIGN REPORT - US Tuesday, December 23,2003 12:18 Single 11 7/8" AJSTM 10 APG File Name: Bayside Crawford.BCC:J04 Job Name: CRAWFORD Description:J4 FIRST FLOOR MULTISPAN JOIST Address: Specifier: City,-State,Zip: , Designer: Joe Madera Customer: Bayside Building Company: SHEPLEY WOOD PRODUCTS Code reports: BOCA 22-09,SBCCI 9707D, ICBO PFC-5504 Misc: Standard Load-40 psf 1 10 psf OC Spacing 16" 16-00-00 12-00-00 Ab, 12-00-00 BO, 1-1/2" B1,3-1/2" B2,3-1/2" B3, 1-1/2" 369 lbs LL 933 lbs LL 773 lbs LL 299 lbs LL 87 lbs DL 219 lbs DL 161 lbs DL 66 lbs DL Total Horizontal Length-40-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 40-00-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 3 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 1669 ft-lbs 45.5% 100% 6 2-Left Slope: 0/12 Neg. Moment -1668 ft-lbs 45.5% 100% 6 1 -Right OC Spacing: 16" End Reaction 456 lbs 39.9% 100% 4 1 -Left Repetitive: Yes Int. Reaction 1151 lbs 39.3% 100% 6 1 -Right Construction Type:Glued Cont.Shear 638 lbs 42.8% 100% 6 1 -Right Total Load Defl. U1127(0.17") 21.3% 4 1 Live Load: 40 psf Live Load Defl. U1365(0.141") 26.4% 4 1 Dead Load: 10 psf Total Neg.Defl. -0.057" 11.4% 4 2 Partition Load: 0 psf Max Defl. 0.17" 17.0% 4 1 Duration: 100 Span/Depth 16.2 n/a 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-1/2". particular application. The output Minimum bearing length for B1 is 3-1/2". above is based upon building Minimum bearing length for B2 is 3-1/2". code-accepted design properties Minimum bearing length for B3 is 1-1/2". and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing of BOISE engineered wood Connector Manufacturer: Simpson Strong-Tie®Company Inc. products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTm, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 1 i ,�\ 1 \ � 4 �i t i ��/�.t 08/15/2604 19:22 5087756631 CADZOOKS PAGE 01 C77 glsw Architectural De5lgn/ GrophlGS 10 Seaboard Lane Hyannlg, "A 02roC.71 508-775-5531 kevin.t.werner(�veri�an.nc�- -AuguS�' 93, 2004 A-I-TN: JIri=F= LAUZON !F-F: BAYSIDE BUILDING PROJEC71 AT. -ELLICT ROAD CENTERVILLE r=� �Vr ��AMS Pi.FASE GAL-1- WITH GO'^r. NTG i KEV1N WE<NI R VOICE i F/"-,X t$ 505-775-0031 t i 08r'15/2'004 19:22 5087756631 CADCOOK5 PatiE 02 Unlfor0y Loaded Floor Beam(2000 International Building Code(97 NDS)J Ver:6,00.5 BY on; 08-13-2004; 4:08,36 PM Project: CRAWFORD-280 ELLIOT RO-Location. DINING ROOM HEADER Summary; This analysis alas general by an evaluation version of StruCelc 8.0 (3)1,75 IN x 11,25 IN x 12.0 FT i Versa-Lam 2800 Fb OF-Boise Cascade Section Adeauat®Bv: 126.9% Controlling Factor: Sectlon Modulus 1 Depth Required 8.43 In Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: OLD= 0.07 IN Live Load: LLD= 0.17 IN=U855 Total Load: TLD= 0.24 IN;;: L/604 Reactions(Each End): Live Load: LL-Rxn= 2700 LB Dead Load: DL-Rxn= 1123 LB Total Load: TL-Rxn= 3823 LB Bearing Length Required(Beam only, support capacity not checked); BL= 0.81 IN Beam Data, Span: L= 12.0 FT Unbreced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 380 Total Load Deflect. Criteria: LI 240 Floor Loading: Floor Live load-Side One' LL1= 40.0 PSF Floor Dead Load-Side One! DL1= 15.0 PSF Tributery Width-Side One: TW1= &0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor peed Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 3,25 FT Live Load Duration Factor:Wall Loa Cd= 1.00 d, WALL= 0 PLF Beam Loading: Beam Total Live Load: WLM 450 PLF Beam Self Weight: BSW= 18 PLF Beam Total Dead Load: WD= 187 PLF Total Maximum Load: WT= 037 PLF Propertles For:Versa-Lent 2800 Fb DF-Boise Cascade Bending Stress: Fb= 2800 PSI Shear Stress Fv= 285 PSI Modulus of Elasticity E= 2000000 PSI Stress Perpendicular to Grain: FcpGrp= 900 PSI Adjusted Properties _ Fb'(Tension)• Fb'= 2820 PSI Adjustment Factors: Cd=1.00 Cf=1.01 FV: Fv'- 285 PSI Adiustmertt Factors:Cd=1.00 Design Requirements: Controlling Moment: M= 11470 FT-LB 6.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 3280 LB Ate distanced from support. Critical shear created by combining all dead and live loads. Comparisons With Required Goations Section Modulus(Moment); Sreq= 48,80 IN3 S= 110.74 IN3 Area(Shear): Areq= 17.31 IN2 A= 59,08 IN2 Moment of Inertia(Defiecllon): Iraq= 202,40 IN4 J= 622.92 IN4 08/15/2004 19:22 5087756631 C:, DZOOKS PAGE 03 p Uniformly Loaded Floor Beam[2000 International Buildlno Code(97 NDS) J Ver: 6.00..5 BY: on 08.16-2004: 07:06:27 AM Project: CRAWFORD-280 ELLIOT RD-Location: LIBRARY BARREL VAULT CEILING HEADER Summary: This analysis was generated by an evaluation version of StruCalc 6.0 (2 1 1,75 IN x 11.875 IN x 11 0 FT !Varga-Lam 2800 Fb OF-Boise Cascade Section Adequate By: 147.7% Controlling Factor: Section Modulus!Depth Required 8.08 In Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load, OLD= 0.07 IN Live Load. LLD= 0.10 IN=U1305 Total Load: TLD= 0.17 IN=L 763 Reactions(Each End): Live Load; LL-Rxn= 1650 LB Dead Load: DL-Rxn= 1171 LB Total Load: TL-Rxn= 2821 LB Saaring Length Required(Seem only, support capacity not checked): BL= 0.90 IN Ream Data: Span: L= 11.0 FT Unbracsd Length-Tap of Beam, Luc 0.0 FT Live Load Deflect. Criteria: V 360 Total Load Deflect. Criteria: i V 240 Floor Loading: Floor Live Load-Side One: LL1= 30.0 PSF Floor Dead Load-Side One, DL1= 20.0 PSF Tributary Width-Bide One, TW1= 5.0 FT Floor Live Load-Side Two LL2= 30.0 PSF Floor Dead Load-Side Two; D12= 20,0 PSF Tributary Width-Side Two: TW2- 5.0 FT Live Load Duration Factor. Cd= 1.00 Wall Load; WALL= 0 PLF Live Load Reduction: Average Uniform Live Load: LL Ave= 30.0 PSF Floor Loaded Area; FLA= 110.0 CF Reduction Based On Total Area: R1= , 0.00 Max. Red'n Based On DULL Ratio: R2= 0.00 Max. Red'n Based On Total Area: R3= 0.00 Controlling Reduction Factor R= 0.00 Design Live Load With reduction: LL= 30,0 PSF Beam Loadinq: Beam Total Live Load: wl= 300 PLF Beam Self Weight: BSW= 13 PLF Beam Total Dead Load' wD= 213 PLF Total Maximum Load; wT= 613 PLF Properties For.Versa-Lam 2800 Fb OF-Boise Cascade Bendinq Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fcperp= 90Q PSI Adjusted Properties Fb'(Tension}: Fb'= 2803 PSI Adjustment Factors:Cd=1.00 Of`-l'.00 Fd; FV= 285 PSI Adivatmelnt Favlurg, CV-1.00 Design Requirements: Controlling Moment: M= 7759 FT-LB 5.5 ft from left support Critical moment created by combining ill dead and live loads,; Controlling Shear V= 2370 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections Section Modulus(Moment): Srsq= 33.21 IN3 S= 82.26 IN3 Are*(Shear); /lreq- 12.47 IN2 A= 41.56 IN2 Moment of Inertia(Deflection): Iraq= 153.60 IN4 I= 488.41 IN4 08/15/2004 19:22 5087756631 CADZ.i OOKS PAGE 04 Uniformly Loaded Floor Bearnl 2000 International Building Code(97 NDS)]Ver 6.00.5 7:39 AM Project. GRAWFORD-280 ELUOT RD- Location' BEDROOM#3 WINDO i/5HEADER Summary: This analysis was generated by an evaluation version of StruCalc 6.0 ( 2) 1.76 IN x 9,5 IN x 0.0 FT /Vorsei-Lem 2800 rb DP-Boise Cascade Section Adequate By: 242.3% Controllinq Factor: Sectlon Modulus/Depth Required 5,87 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Lead, DLD= 0.04 IN Live Load:Total Load: LLD= 0.05 IN= Ll1930 = Reactions(Each End): TLD 0.08 IN U1132 Live load: LL-Rxn= 1080 LB Dead Load: DL-Rxn= 762 LB Total Load: TL-R(n= 1842 LB Bearing Length Required(Boom only, support capacity not checked): BL= 0.58 IN Seem Data: Span: L= 8.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect, Criteria, L/ 360 Total Load Deflect. Criteria, U 240 Floor Loading: Floor Live,Load-bide One; LL1= 3u.0 N5F Floor Dead Load-Side One: DL1= 20.0 PSF' Tributary Width-Side One; TW1= 9.0 FT Floor Live Load-Side Two: LL2= 5.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two, TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Well Load: WALL= 0 PLF Live Load Reduction: Average Uniform Live Load: LL Ave 30.0 PSF Floor Loaded Area: FLA= 72.0 SF Reduction Based On Total Area: R1- 0.00 Max. Red'n Based On DULL Ratio: R2= 0.00 Max. Red'n Based On Total Area: R3= 0.00 Controlling Reduction Factor: R= 0.00 Design Live Load With Reduction: LL= 30.0 PSF Beam Loading; Beam Total Live Load wL= 270 PLF Beam sell Weight; BSW= 10 PLF Beam Total Dead Load: WD= 190 pLF Total Maximum Load wT= 460 PLF Properties For:Versa-Lam 2800 Fb'DF-Boise Cascade Bending Stress; Fb= 2800 PSI Shear Stress: Fv= 265 PSI Modulus of Elasticlty; E= 2000000 PSI Stress Perpendicular to Grain: Foperp= 900 PSI Adjusted Properties Fb'(Tension): Fb'= 2874 PSI Adjustment Factors:Cd=1.00 Ch1.03 Fv': Fv'= 2bt 16 S1 Adiustment Factors:Cd=1.00 Design Requirements: Controlling Moment: M= 3683 FT-LB 4.0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 1510 LB At*distanced from support. Critical shear created by combining all dead and live loads. Comparisons With required Sections: Section Modulus(Moment): Sr®Q= 15.38 IN3 S� $2,65 IN3 Area(Shear): Areq= 7.95 )N2 Moment of Inertia(Defleotion)s Irep,A= 33.25 IN2 53.03 IN4 I 250.07 IN4 08/15/2004 19:22 5087756631 CADZOOKS PAGE 05 Uniformly Loaded Floor Beam( 2000 International Buildinq Code('97 NDS) Ver: 6.00.5 By: on: 08-16-2004 : 06:51:31 AM Project: CRAWFORL?-280 ELLIOT RD- Location: LOFT BEAM Summary: This analysis was generstied by an evaluation version of StruCalc e.0 l 2 4 1.75 IN x 9.5 IN Y 16,0 FT y Vprsa-lam 2800 Fb DF-Soioe Caaeade Section Adequate By: 30.e% Controlling Factor: Moment of Inertia!Depth Required 8.89 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.44 IN Live Load:Total Load; LLD= 0.17 IN=U1134 _ Reactions(Each End)- TLD= 0.61 IN Ll313 Live Load: LL-Rxn= 460 LB Dead Load: OL-Rxn= 1203 LB Total Load: TL-Rxn= 1003 LB Bearing Length Required(Beam only,support capacity not checked): BL= 0.53 IN Beam Data; Span L= 16,0 FT UnbreCed Length-Top of Beam: Luz 0.0 FT Live Load Deflect. Criteria, LP 360 Total Load Deflect, Criteria: IJ 240 Floor Loading: Floor Uvo Load-Side One: LL1= b.0 NSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 9.0 FT . Floor Live Load-Side Two, LL2= 5.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 5.0 FT, Live Load Duration Factor Cd= 1.00 Wall Load: WALL= 0 PLF Live Load Reduction: Average Uniform rive Load: LL Ave= 5.0 PSF Floor Loadeo Area: -FLA= 224.0 SF Reduction Based On Total Area: R1= 0,18 Max. Red'n Based On DULL Ratio: R2= 0.69 Max, Red'n Based On Total Area: k R3= 0.40 Controlling Reduction Factor: R= 0.18 Design Live Load With Reduction: LL= 4.1 PSF Beam Loading: Beam Total Live Load: } wt-= 57 PLF Beam Self Weight BSW= 10 PLF Boom Total Dead Load: WO= 150 PLF Total Maximum Load, wT- 208 PLF Properties For:Verse-Lam 2800 Fb OF-Boise Cascade Bending Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 900 PSI Adjusted Properties Fb'(Tansion); Fb'= 2874 PSI Adjustment Factors: Cd=1,00 Cf=1.03 rv': Fv'= 285 PSI. . Adiustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 6651 FT-LB 8.0 it from left support Critical moment created by combining all dead and live loads. Controlling Sheer: V= 1530 LB At a distance d from support. Critical shear created by combining all dead and live loads, Comparisons With Required Sections:. Section Modulus(Moment): $rag= 27.77 IN3 '9 52.05 IN3 Area(Shear): Areq= 8.05 IN2 Moment of Inertia(Deflection) A= 33.25 IN2 Iraq= 191,52 IN4 I= 250.07 IN4 ,i r • _ I 08/15/2004 19:22 5087756631 CADZOOKS PAGE 06 Uniformly Loaded Floor Beam(2000 International Building Code(97 NDS)J Ver 6.00,5 ,BY: . on: 08-16-2004 : 06:41:06 AM Project: GRAWFORD-280 ELL107 RD-Location: PORCH BEAM 5ummarV: This analysis was generator!by an evaluation version of StruCalc 6.0 ( 3) 1.75 IN x 9.26 IN x 160 FT J Versa-Lam 2800 Fh nF-Rnigq Cascade Section Adequate Bv: 108.8% Controlling Factor: Moment of Inertia I Depth Required 7.24 In Laminations are to be tufty connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0,12 IN Lave Load: LLD= 0.26 IN v Ll752 Total Load: TLD= 0.37 IN=U515 Reactions(Each End): Live Load: LL-Rxn= 960 LB Dead Load: OL-Rxn= 441 LB Total Load: TL-Rxn= 1401 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0,30 IN Beam Data: Span: L= 16.0 FT Unbreced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 380 Total Load Ceftect. Criteria: u 240 Floor Loading: Floor Livw I narl-Side One: LL1 d 30.0 P3F Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1 4.0 FT Floor Live Load-Side Two: LL2= 30.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF TributarV Width-Side Two: TW2= 0.0 FT Live Load Duration Factor: Cd= 1 00 Walt Load: WAL L= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 120 PI F Seam belt Weight: BSW= 15 PLF Seam Total Dead Load: wD= 55 PLF Total Maximum Lead, wT= 175 PLF Properties For: Versa-Lam 2800 Fb DF-Boise Cascade Sending Stress; Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2DO0000 PSI Stress Perpendicular to Grain: Fc perp= 900 PSI Adjusted Properties — Fh'(Tangion): Adjustment Factors: Cd=1,00 Ci"1.03 Fb' 2t)02 P 31 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment. M= 5606 FT-LB 8.0 it from left support Critical moment created by combining all dead and live loads, Controlling Shear V= 1289 LB . At a distance d from support. Critical shear created by combining all dead and live loads, Comparisons With Required Sections: Section Modulus(Moment): Sreq= Z3.34 IN3 S= 74.87 IN3 Area(Shear): Areq= 5.79 IN2 Moment of Inertia(Deflection): A= 48.56 IN2 lreq= 185.86 IN4 1= 346.26 IN4 08/15/2004 19:22 5087756631 CHD?UOKS PA'GE 07 Uniformly Loaded Floor Beam[2000 International Buildinq Code(97 NDS) Ver 6.00.5 Project; CRAWFORD-280 ELLIOT RD-Location: GARAGE DOOR HEADER1:11 AM Summary; This analysis was generated by an evaluation versloh of 8truCalc 6.0 (2 i 1.75 IN x 9.25 IN x 9.0 Fr I Versa-Lam 2800 Fb 17F .Doi**Cascade Section Adequate By: 39.3% Controlling Factor; Section Modulus/Depth Required 7.97 In Laminations are to be fully connected to provide uniform transfer of loads to ad members Deflections: Dead Load: DLD- 0.08 IN Live Load:Total Load: LLD= 0.19 IN= L 563 Reactions(Each End): TLD= 0.27 IN=U397 Live Load: Dead Load: LL-Rxn= 2700 LB Total Load; DL-Rxn= 1126 LB Bearing Length Required(Beam only, support capacity not checked); L-RBL= 1®28 il� Seem Data: Span- Unbraced Length-Top of Beam: L= 9.0 FT Live Load Deflect. Criteria: Luz 0. FT Total Load Deflect. Criteria: L L/ 360 0 Floor Loading: Floor Live Load-Side One: LLt= 50.0 P5F Floor Dead Load-Side One: OLt= 20.0 PSF - - Tribotser Width-Side-onex „� _ --T� _ .._ . Floor Live Load-aide Two; TW1- �-- 12.0 FT Floor Dead Load-Side Two: LL2= 30.0 PSF Tributary Width-Side Two; DL2= 10.0 PSF Live Load Duration Factor: TW2= 0.0 FT Wall Load: Cd= 1,00 Beam Loadinq: WALL= 0 PLF Beam Total Live Load- Seem 600 PLF Seem Sell yveloht: BS .= 10 PLF Beam Total Dead Load: wD= 21 Total Maximum Load: wT= 2 0 PLF 50 PLF Properties For:Versa-Lem 2800 Fb DF-Boise Cascade Bendinq Stress: Fb= 2800 PSI Sheer Stress: Fv= 800 Modulus of Elasticitv: 285 PSI Stress Perpendicular to Grains; Fc 2000000 PSI 00 PSI Adjusted Properties _pe F= Fb'(Tension); Fb­ 2882 PSI Adjustment Factors:'Cd=1.00 C-1.03 Fv': Adjustment Factors: Cd=1.00 Fv'= . 285 PSI Design Requirements: Controlling Moment ' M= 8807 FT-LB ft from left support Critical moment created by combining all dead and live loads, Controlling Shear; V= 3213 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: , Section Modulus(Moment), Sreq= 35.84 IN3 Area(Shear): S= 49.91 IN3 Areq= 16.91 IN2 Moment of Inertia(Deflectloni: A= 32.38 IN2 Iraq= 147.60 IN4 1= 230.84 iN4 i a 247oJ$ C i . PEARL R; . #60i S� f 9 ayes q z �247217' O 2471KR VI '247256 l # / 2#288 3 �� � 247108 l #212 4 �, �i #263 - P'- - 247218r #275 J� �` 247107 1 ✓' #273 ~ (A 247220#42247097 , 2#2� 06#257 2#26247221 8 #88 247087-247086 #16 � 5 4� ./` r Z 00 #80 247088 m , J #50 :0 24 710 4 #2932470$9 #52247090 Mgp/s� #56 2 #60 y 247093 O #se t 47094 24705471 2 , 4 x F F L � — 2#766 8.._ 247067 . �� `s 247096003 2#gas 5 #47.� #247 _v _ 247079 � 247053 #-46 + sue_ _ �_ _ _ B k 1-7232 Pa 297 79463 QUITCLAIM DEED I,MARK H.BOUDREAU,TRUSTEE OF EASTERN BOX TURTLE REALTY TRUST, under Declaration of Trust dated July 9,2003,recorded with the Barnstable County Registry of Deeds in Book % ,"� a , Page , of Barnstable,Barnstable County,MA 02630 For consideration paid in the sum of EIGHT HUNDRED THOUSAND AND N0/100 ($800,000.00)DOLLARS f Grant to MICHAEL J.DACEY,TRUSTEE OF ELLIOTT ROAD REALTY TRUST,under Declaration of Trust-dated July 9, 2003,recorded with the Barnstable County Registry of Deeds in Book i o! - , Page a ' <r. , of P.O. Box 95, Centerville,MA 02632 With Quitclaim Covenants the following described parcels of land: Those certain parcels of vacant land situated on Elliott Road,Barnstable(Centerville),Barnstable County,Massachusetts shown as Lots 4, 5; 6 and 7 on a plan of land entitled"Plan of Land in (Hyannis)Barnstable, Mass. for Allen J.White and Carl S. Riedell"by Baxter&Nye,Inc., dated 12/2/93 and approved 12/13/93, and recorded with the Barnstable County Registry of Deeds in Plan' Book 499,Page 81. I, Mark H. Boudreau, Trustee as aforesaid hereby certify as follows: 1. I am the only Trustee of the above-mentioned Trust; 2. That said Trust has not been altered, revoked or further amended and is in full force and effect; 3. That the beneficiaries of the Trust are of legal age, they are not disabled and have all assented to the sale of the trust property; and 4. That I am duly. authorized on behalf of all of the beneficiaries of said Trust to convey the trust property known and numbered as Lots 4, 5, 6 and 7 Elliott Road, Centerville, Barnstable County, Massachusetts, for consideration in the amount of EIGHT HUNDRED THOUSAND AND 00/100 ($800,000.00) DOLLARS to Michael J. Dacey,Trustee of Elliott Road Realty Trust. The street address of the premises herein conveyed is: 208, 210, 212 and 214 Elliott Road, Centerville,MA 02632. For title, see Deeds recorded with the Barnstable County Registry of Deeds in Book/7, o Page �Z, ; Book!��� , Page , ''' ; Book/ �d. .�,Page,c� 9C: ; and Book ��,. g r u _ EXECUTED under seal this 9 h day of July,2003 EASTERN BOX TURT REALTY TRUST BY: �/ Mark H. Boudreau,Trustee COMMONWEALTH OF MASSA CHUSETTS Barnstable, ss. — July 9, 2003 Then personally appeared the above named Mark H. Boudreau,Trustee as aforesaid, and acknowledged the foregoing instrument to be his free qAt and deed,before me, N Public: John W. K ey y commission expires: 1/28/05 Deed Boudreau to Dacey Elliott Road/Deeds ;;01/21/1995 01:11 918028624926 PAGE 02 I I i Affidavit of Substantial Financial Interest I, ZAtl 7 . bficc of F311 Y5 timr eW )1,06 , /d/L , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map Parcel '6 The address of the property is 21.2- i5 -(67T fQ) 2. 1 have 100 _% legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the budding permit application which is identified in paragraph 1 above: Name C-fiyl/''DL-F-2 FdSlW&4 e-Tf1 Address CCA/eel—ViLbE 4. Within the last twelve months, from today's date, which is 12 10/03 , I have had a 1% or greater legal or equitable Interest in the following properties which have been the subject of a building permit application: Map/Parcel �}TTi9C- f D Address k Gl� 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted _ D building permit applications for property in which I have a 1% or greater legal-or equitable interest: 7. Within this month, I have submitted (J building permit applications for property in. which I have a 1% legal or equitable interest. S. Within this month, I have received 0 building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, thisl° day of , 2003 2001-0050/affln 1 Q/LOTTERY/AFFIDAVIT BAYSIDE BUILDING PERMITS OBTAINED SINCE 12/10/2002 STREET # LOT # VILLAGE OBTAINED 1 36 HARVEST 6 CENTERVILLE 2 19 DACEY DR 35 HYANNIS 3 160 FLUME AVE 7 M. MILLS 4 20 CAITLYN 1 8 M. MILLS k P`prTHETp�� The Town of Barnstable BAR ASS-LE. tnwss. • Department of Health Safety and Environmental Services y e °TFn MPY► Building Division 367 Main Street,Hyannis,MA 02601 ice: 508-862-4038 508-790-6230 PLAN REVIEW Owner: ' 1 Map/Parcel:.. 2-4 `� - 2 5- (Q Project Address: 12 C I1 G� Builder.' l� The following items were noted on reviewing: Q- A 2 1 gyp. , 1 Q ctvi �Y 0. r\ Reviewed by: (�) (4(�f,12 A�iI2 Date: RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORIKSHEET NEW LIVING SPACE 4 5 � 2 square feet x$96/sq.foot= 43CQ, 92 x.0031= 5 plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.8.=2 g 4 1 l. x.0031= O �l ACCESSORY STRUCTURE>120 sq.ft. 15 l� 14 4 2, -2(C) >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch _�x$30.00= (number) Deck 2 x$30.00= 60 (number) Fireplace/Chimney 2 x$25.00= d (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee /582 . 7LQ Fin: - -- 0 r u r u r r r D u r u Effective Date: December loth, 2003 r u Western Surety Company r r LICENSE AND PERMIT BOND r u r u r u KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 14543540 r r r ff Thatwe, Bayside Building, Inc. r r u r r rof the Village of Centerville State of Massachusetts _.as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts as Surety, are held and firmly bound unto the Town of Barnstable, Building Inspector State of Massachusetts as Obligee,in the penal sum of Three Hundred Twenty and 00/100 DOLLARS( $320 00 ) lawful money of the United States, to be paid to the Obligee,for which payment well and truly to be made,we bind ourselves and our legal representatives,firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed General Contractor-212 Elliott Road, Centerville, MA 02632 by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until December. loth 2004 ,unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of this ty�'fi e3 edays from the mailing of said notice, this bond shall ipso facto terminate and the Surety shalthereupon br lieved from any liability for any acts or omissions of the Principal subsequent to said da RegrIe� oflr number of years this bond shall continue in force, the number of claims made against , this b , and t e u-ber of premiums which shall be payable or paid, the Surety's total limit of liability shallinot be cumulati�e-from year to year or period to period, and in no event shall the Surety's total liability r fou l claiT eed-t e amount set forth above. Any revision of the bond amount shall not be cumulative. r Dated this loth day of December 2003 r r r r r r �� r Principal Principal ri Countersi ned(where r red) W E S T Ee S U R E T COMPANY r r u r By J By r r Resident Agent Paul T.Bruflat, Sycior Vice President u Form 532-5-2002 r u r r yj r u n n n ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA SS (Corporate Officer) COUNTY OF MINNEHAHA On this loth day of December 2003 before.me,the undersigned officer, personally appeared Paul T.Bruflat who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do, executed T, the foregoing instrument for the purposes therein contained; by signing the name of the corporation by himself as such officer. n n IN WITNESS WHEREOF,I have hereunto set my hand and official seal. fi }Sbbbbbbbb4bb4444b4444444} - n s D. KRELL '8 n r i sL NOTARY PUBLIC SF-AL p n r r�SOUTH DAKOTAjr ri +4bb44444444bhbbbbbb44b4+ Notary PUbll -South Dakota 0 My Commission Expires November 30,2006 n ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Individual or Partners) COUNTY OF On this day of , before me personally appeared known to me to be the individual . described in and who executed the foregoing instrument and acknowledged to me that—he executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) COUNTY OF ss . On this- day of' - before me personally appeared who acknowledged himself/herself to be the of a corporation,and that he/she as such officer being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public n n r \ r ^ n r � � r n 1_4 u u r u r u O n z a A ¢, W41 . �D O u �u u r N FBI w a o w o ryn wcd u Western SuretyCompany POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY,a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of.Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District,of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina,_South. Dakota, Tennessee; Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin,Wyoming,and the United States of America,does hereby make,constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota its regularly elected Senior Vice President as Attorney-in-Fact, with full power and authority'hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,all of the following classes of documents to-wit: Indemnity,Surety and Undertakings that may be desired by contract,or may be given in any action or proceeding in any court of law or equity, policie j demnifying employers against loss or damage caused by the misconduct of.their employees; official, bail, and surety and fidelity brti5 s nd mn,ty in all cases where indemnity may"be lawfully given; and with full power and authority to execute consents and waiver-,,t6 ta'_aIfj!or c Kge or extend any bond or document executed for this Company, and to compromise and settle any and all claims or demads mad or ex'q&%against said Company. MA IVesfern Surety G mpa y further certifies that the following is a true and exact copy of.Section 7 of the by-laws of Western Surety Company duly adopted ari 4w in force,to-wit: 8 otion t All bbr1ft,policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporat�er� me athedmpany by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers a�thq BoafXof`Directors may authorize. The President,any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint P:�tcSrneys-in-Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal maybe printed by facsimile. In Witness.Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Senior Vice President with the.corporate seal affixed this 10th day of December 2003 ATTEST WESTE N URET COMPANY By. Assistant Secretary qPaul �Senire President STATE OF SOUTH DAKOTA ss COUNTY OF MINNEHAHA On this 10th day of December 2003 before me,a Notary Public,personally appeared Paul T. Bruflat and L. Nelson who,being by me duly sworn,acknowledged that they signed the above Power of Attorney as Senior Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be. the voluntary act and deed of said Corporation. - s D. KRELL s s S AE NOTARY PUBLIC 5^EAL s s�SOUTH DAKOTAs +�+55nh�aWS�ahhyy�vh4�o454�e�4 4 Notary Public My Commission Expires November 30,2006 Form F1975-4-2002 I ✓�ze L�o�ttrttortcne�tl�It, i��..Gliadt�tcle rcde� BOARD OF BUILDING REGULATIONS i I License: CONSTRUCTION SUPERVISOR Number: CS 005645 j Birthdate: 04/19/1956 Expires: 04/19/2004 Tr.no: 20205 Restricted: 00 BRIAN T DACEY 62 FERNBROOK LN ,,�, CENTERVILLE, MA 02632 Administrator r . oo-35,00o cf enclosed space . i (MGL C.112 S.60L) 1A-Masonry only 1G-1&2'Family Homes Failure to possess a current edition of the Massachusetts Stale Building Code { is cause for revocation of this license. :I i DIG SAFE CALL CENTER: (888)344-7233 4 i MAScheck COMPLIANCE REPORT Massachusetts Energy. Code Permit # MAScheck Software Version 2.01 �. Checked by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 11-18-2003 DATE OF PLANS: 11/19/2003 TITLE: THE CRAWFORD RESIDENCE PROJECT INFORMATION: 212 ELLIOTT ROAD, CENTERVILLE COMPANY INFORMATION: BAYSIDE BUILDING, INC. . COMPLIANCE: PASSES Required UA = 918 Your Home.= 813 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS 2780 30.0 0.0 98 WALLS: Wood Frame, 24" O.C. 4876 19.0 0.0 285F GLAZING: Windows or Doors 851 0.350 298 FLOORS: Over Unconditioned Space- 2780 19.0 0.0 132 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard. Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310'and J4.4: Builder/Designer Date i MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 THE CRAWFORD RESIDENCE DATE: 11-18-2003 Bldg. Dept. Use CEILINGS: [ l 1. R-30 Comments/Location WALLS: [ ] 1. Wood Frame, 24" O.C., .R-19 Comments/Location WINDOWS AND GLASS DOORS: [ l 1. U-value: 0.35 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? ( ] Yes [ ] No Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-19 Comments/Location AIR LEAKAGE: ( ]_ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed: When installed in the building envelope, recessed lighting fixtures shall meet one of the. following 'requirements: " 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance' with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the- ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 `lbs/ft2 pressure r difference and shall be.labeled. g VAPOR RETARDER: + [ ] Required on the warn-in-winter.side.of 'all non-vented framed ceilings, walls, and flooks: MATERIALS .IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all .installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or.specifications. e DUCT INSULATION: [ ] Ducts shall be insulated per Table. J4.4.7.1. i DUCT CONSTRUCTION: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape.may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections 780CMR 1310 .and J4.4. SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 20t of the heating energy is from non-depletable sources. Pool pumps require a time clock. [ ] - HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.) : PIPE SIZES (in.) HEATING SYSTEMS:. TEMP (F) 2"' RUNOUTS 0-1" 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 ; 0.5 .1.0 1.0 5 Steam condensate any 1.0 1'.0 1.5 2 0`f t COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 [ ] CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot' water pipes to the following levels (in.) : . ,PIPE SIZES (in.) NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) c ._ RUNOUTS 0-1" 0-1.25" ' 1.5-2.0" 2.0+" I• 170-180 . 0.5 1.0 1.5 2.0 140-160 -0:5 0.5 1.0 1.5. 100-130 0.5 I 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only) ------------------------- a . MABEY BRIDGE & SHORE, Inc. 6770 DORSEY ROAD ref BALTIMORE MD 21075 Bayside Building, Inc. EMB111/04 tel: (410) 379 2800 73,8 ft span MU 13.8 ft rw SSH sheet- page 1 of fax: (410) 379 2801 Prepared by: AR Date: 4/26/2004 Checked by: Date: 4�1 S,�,4 MABEY BRIDGE & SHORE, Inc. PROOF CALCULATIONS MB&S ref: EMB111/04 CUSTOMER Bayside Building, Inc. CONTRACT NAME Centreville, MA Bridge Details BRIDGE TYPE = MU SPAN = 73.8 feet nominal ti,4 OF �J� = 5.0 bays CIA s. G WIDTH = 13.8 feet r� CONSTRUCTION = SSH ° No. LANES = 1 0 alsrsl- e ssioNAL AASHTO HS LOADING = 20 OTHER LOADS- 50 Ibs/ft guardrail assumed = Section through bridge i i The calculations will show that the bridge will carry the given loads Applied loads will be compared with allowable loads published by MB&S Stresses in the principal members will be compared with AASHTd allowable MABEY BRIDGE & SHORE, Inc. 6770 DORSEY ROAD ref: EMB 111/04 BALTIMORE MD 21075 Bayside Building, Inc. tel: (410)379 2800 73.8 ft span MU 13.8 ft rw SSH sheet'. page 2 of fax: (410)379 2801 Prepared by: AR Date: 4/26/2004 Checked by: Date: Application of AASHTO "HS" loads to give maximum Bending Moment in Trusses Truck Loads p 4xP 4xP Lane Loads e P(bend)- UDL A. MABEY BRIDGE & SHORE, Inc. 6770 DORSEY ROAD ref: BALTIMORE NID 21075 Bayside Building, Inc. EMB 111/04 tel: (410) 379 2800 73.8 ft span W 13.8 ft rw SSH sheet: page 3 of fax: (410)379 2801 Prepared by: AR Date: 4/26/2004 - Checked by:M Date: F Application of AASHTO "HS" loads to give maximum Shear Force in Trusses M Truck Loads ` 4xP 4xP P , �I see ADDENDUM IIIa i Lane Loads s P(sh a ar) . UDL �I see ADDENDUM I I I a MABEY BRIDGE & SNORE, Inc. 6770 DORSEY ROAD ref: EN1B111/04 BALTM40RE MD 21075 Bayside Building, Inc. tel: (410)379 2800 73.8 ft span W 13.8 ft rw SSH sheet: page 4 of fax: (410)379 2801 Prepared by: AR Date: 4/26/2004 Checked by: � Date: 4 Zt,�1-;I- Mabey Universal Bridging ---------------- Span ;--_-73_8 1 feet Trusses SSH Transoms @ , 7.38 feet c/c ----- ----- Roadway Width : 13.8 1 feet :--------------~ _ No Lanes ; 1 --------------4 Live Load factor ; 100% ; AASHTO 3.12 --------------- Live Load HS20 Truck= 72 kips Lane UDL= 0.64 kips/ft Lane KEL= 18 kips (Bending) 26 kips (Shear Force) HS20 Live Load - Bending Truck 1053.9 kips.feet Lane 767.8 kips.feet single. lane Shear Force Truck 55.7 kips only (see ADDENDUM Ilia) Lane 44.7 Impact 25.2% AASHTO 3.8.2 Eccentricity ; 22 7% -0 .; (see ADDENDUM lllb) Live Bending 1618 kips.feet Live Shear Force 86 kips - _ MABEY BRIDGE & SHORE, Inc. ." 6770 DORSEY ROAD ref: EMB 111/04 BALTIMORE MD 21075 B ayside Building, Inc. tel: (410),379 2800 73.8 ft span N U 13.8 ft rw SSH sheet: page 5 of fax: (410)379 2801 Prepared by: AR Date: 4/28/2004 Checked by. Date: Dead Loads 1050 decks Self weight 4 10.02-__1 kips per bay (see ADDENDUM 1) x 5.0 __i bays 50.1 kips 6------------ •--------------- Guard Rail ; 50 ; Ibs per foot •--------------• tot weight 3.7 kips TOT WEIGHT 54 kips Open Grid Decks wei weight no decking'---------------- Self 5 61 y ( ) g g, , kips per bay see ADDENDUM I x ; 5.0 bays 28.1 kips --------------- Open Grid Decking: 201psf tot weight 20.4 kips -------------- Stringers; 1476 ;Ibs per bay ------------ tot weight weight 7.4 kips ..--------------- Guard Rail ; 50 Ibs per foot „------------- tot weight 3.7 kips TOT WEIGHT 59 kips Open Grid deckinq governs dead load TOT WEIGHT 59 kips Dead Bending 496 kips.feet Dead Shear Force 27 kips Total Loads = Live.+ Dead TOTAL BENDING MOMENT - 2115 kips.ft . 1 _ TOTAL SHEAR FORCE 112 kips MABEY BRIDGE & SHORE, Inc. 6770 DORSEY ROAD ref: ENLB111/04 BALTIMORE MD 21075 Bayside Building,'Inc. tel: (410) 379 2800 73.8 ft span N4U 13.8 ft rw SSH sheet: page 6 of fax: (410)379 2801 Prepared by: AR Date: 4/28/2004 Checked by: Date: Mabey Bridge & Shore, Inc. Published Truss Capacities (See ADDENDUM II) Truss Construction SSH ,---------------: Allowable BM ; 3615 ; kips.feet 1--------------4 Allowable SF 156 s kips Std Panels--------------- ' The above figures include a 1.7 Factor of Safety against failure . Applied BM 2115 kips.feet 58% of allowable Applied SF 112 kips 72% of allowable f MABEY BRIDGE & SHORE, Inc. 6770 DORSEY ROAD ref: E1VLB111/04 BALTIMORE MD 21075 Bayside Building, Inc. tel: (410)379 2800 73.8 ft span N U 13.8 ft rw SSH sheet. page 7 of fax: (410)379 2801 Prepared by: AR Date: 4/28/2004 Checked by: Date: L-Z-v vZ4 Mabey Universal Bridging Check stresses in main truss members (Chords and Diagonals) Compare with figures from AASHTO table 10.32.1A y. Applied BM 2115 kips ft Applied SF 112 kips Truss Construction SSH Bending Moment No. Panel Lines 1 per truss No. Compression Chords 1 per truss Lever Arm to chords 93 inches Area of Panel Chord 7.3 square inches Compression Stress in each Chord 18.69 ksi cf allowable stress given in ADDENDUM IVa 29.02 ksi Shear Force No. Panel Lines 1 per truss Effective No. Diagonals 2 per truss Included,Angle 45 degrees Area of Diagonal 2.06 square inches (Std Panels) Compression Stress in Diagonal 19.22 ksi cf allowable stress given in ADDENDUM IVb 24.81 ksi MABEY BRIDGE & SHORE, Inc. 6770 DORSEY ROAD ref, EMB111/04 BALTRAORE MD 21075 Bayside Building, Inc. tel: (410)379 2800 73.8 ft span W 13.8 ft rw SSH sheet: page 8 of fax: (410) 379 2801 Prepared by: AR Date: 4/28/2004 Checked by: Date: Corner Reactions at abutments Dead Loads Total Weight of Bridge & Surfacing 59 kips (see pg 5) Reaction at each Corner 15 kips say 15 kips, Live Loads Reaction Truck 62.9 kips single Lane 49.6 kips .lane only .. Impact I 25.2% AASHTO 3.8.2 } --------------i Eccentricity ---- (see ADDENDUM Illb) No Lanes ; 1 F-------------- Live Load factor ; 100% MAX Reaction at Corner 48.3 kips say 50 kips -MIN Reaction at Corner 30.4 kips - k say 35 kips Corner Reactions - MAX MIN e DEAD 15 15 LIVE 50 35 TOTAL 65 50- Note: All reactions are in kips (1 kip = 1000lbs) Live Reactions (max. and min.) are concurrent. Difference is due to eccentricity of loading. MABEY BRIDGE & SHORE, Inc. 6770 DORSEY ROAD ref: BALTIMORE MD 21075 Bayside Building, Inc. EMB111/04 tel: (410)379 2800 73.8 ft span MU 13.8 ft rw SSH sheet: page 9 of fax: (410)379 2801 n, t Prepared by: AR Date: 4/26/2004 Checked by: Date: Transom Loads Section: .. .._. ..... ... ;.. _.. ...._. _.. ... ......_. ._..._......................._.................._.................. .. ... ... ..... ...... . .. ....... ..... :... ............ ._ . .......................................... .. ... . [............................ ......... W'Ifi x d0 Determine Dead Loading: Transoms @ 7.38 ft 1050 decks Decking: 1050 MU deck= 0.594 kips 0.594 kips x 4 units wide= . 2.376 kips Kerbs: Kerb unit= 0.06 kips 0.06 kips x 2 units= 0.12 kips Total = 2.50 kips Open grid decking Decking: Open grid= 2.04 kips Stringers: W6 x 25 strigers= 0.18_ kips 0.1845 kips x 4 stringers=. 0.74 kips Total = 2.77 kips Open Grid Decking governs dead load Total = 2.77 kips Self Wt: Transom is W16 x 40 Length`-,22ft Transom Self Wt= 0.95 kips TRANSOM DESIGN (BENDING ONLY) EMB111/04 POINT LOADS AXLES ON SIMPLY SUPPORTED BEAM P 10 of (AXLES) 9 TRANSOM & DECKING MUST BE SYMMETRICAL 1 LANE L1 = 16.25 feet truss c/c L2 = 13.80 feet deck width L3 = &00 feet wheel c/c L4 = 6.63 feet L5 = 5.40 feet W1 = 0.95 kips weight of Transom W2 = 2.77 . kips weight of decking + surfacing P = 41 60 kips axle load = 32k x 1.3 (Impact) = 41.6k BMx W1 = 1.86 ki s.ft BMx W2 = 6.26 ki s.ft BMx P = 112.36 ki s.ft BM(tot) = 120.48 kips.ft Section Modulus required Sx= 40.4 cu.ins Gr. steel = ksi W16 x 40 of yield = 55_ % Sx provided = 64.7 cuins f b = 35.75 ksi L 4 L 3 , -P/ 2 P 2 W2 -W 1,2 L 1 , 5 Mabey Universal Bri EMB1 1 1/04 1050mm TROUGH DECKS ,Pg 11 of Side"C" Section.......................................................................Trou........"U" Section.......................................................Checker Plate.................... 4t-z' (2 qn') (3 qty) T11 5.0 T21 4.0 T31 4.8 mm mm mm return=50mm width= 165mm€ D 127.0 (depth of trough&"C"section) mm ' Al 1135 A21 1676 A31 5040 Mm Mm mm2 111 2870139 y-baTj 39 131 9677� mm4 mm HIM ........................ .............................-.-................... ; 121 2879730 ...................................... 1050 mm D TOTAL SECTION Y-bar 80.6 1 mm 3.17 lin N 35639185 mm4 85.6 lin4 Sx top 695402 mm3 . 42.4 in3 Sx bottom 442447 mm3 27.0 in3 Top Section Gr. 50 FoS= 1.82 BM Capacity= 1166 k-in Bottom Section Gr. 65 FoS= 1.82 BM Capacity= 964 k-in - Bottom Section governs P=16 kips x 1.3 =20.8 kips - � 88 r Pmax= 43.83 kips MABEY BRIDGE & SHORE, Inc. 6770 DORSEY ROAD ref: - ---BALTIMORE,MD 21075 Bayside Building EMB111/04 tel:(410)379-2800 Centreville MA sheet: fax:(410)379-2801 Page of Prepared B AR Date: 4/26/2004 Checked B t 1 J Date: 1 ZLo Check stringer beams Beam is W6 x 25 Grade 50 Self weight= 0.2 kips Weight of decking = 0.7 kips 7771 Total = 0.9 kips L.= 7.38 ft Dead BM =WL/8 = 0.8 kip-ft Dead Shear= W/2 = 0.4 kips Wheel load 16kips x 1.3 (Impact) = 20.8 kips Stringers are at 5.37ft spacing deck is steel grid 5 316'thk Distribute wheel load to longitudinal beams per AASHTO table 3.23.1 => 5.37/6= 0.895 Effective Wheel load = 0.895 x 20.8 = 18.6 kips Live BM = PL/4= 34.3 kip-ft Live Shear= P= 18.6 kips Total BM (D+ L) = 35.2 kip-ft Total Shear(D+ L) = 1 19.1 Ikips Check Bending Allowable Stress Fb= 50 x 106Cb Iv c 0772 J d 2 (AASHTO Tbl. 10.32.1A) Sxc ( l . lyc + 9.87 ( l / _< 0.55 Fy where Cb= 1.0 d = 6.38 in J = 0.442 in lyc= 8.5 in bf= 6.08 in D 5.47 in l = 88.56 in tf= 0.455 in Sxc= 16.7 in 3 Fy= 50 ksi - tw,= 0.32 in Fb = 87.0 ksi 0.55Fy= 27.5 ksi Actual Stress fb= BM x 12 = 25.3 ksi OK Sx ' Check Shear Allowable Stress w/o stiffeners- 0.33Fy x 0.75 = 12.4 ksi Allowable Stress with stiffeners = 0.33Fy= 16.5 ksi Actual Stress = Shear = 10.9 ksi OK, no stiffeners Area of web where Aw= 1.8 ins2 Addendum I BAY WEIGHTS FOR MABEY UNIVERSAL BRIDGING STANDARD ROADWAY WIDTHS (STEEL DECKS) TOTAL WEIGHT-STEEL DECKS INCLUDED SUPERSTRUCTURE WEIGHT-EXCLUDING DECKS Construction Truss. 13.7ft r/w 24ft r/w 29ft r/w 34ft r/w ConstrTruuction 13.7ft r/w 24ft r/w 29ft r/w 34ft r/w j SSH 1 10.02 16.90 21.80 30.20 SSH 5.61 9.37 13.01 19.55 SSHR 0 18.68. 23.58 31.98 SSHR 11.15 14.79 21.33 SSHR-1, 12.06 18.94 23.84 32.24 SSHRH 7.65 11.41 15.05 21.59 DSH 13.28 20.16 25.06 33.46 DSH 8.87 12.63 16.27 22.81 DSHRI 15.03 21.91 26.81 35.21 DSHRI 10.62 14.38 18.02 24.56 DSHRIH 15.32 22.20 27.10 35.50 DSHRIH 10.91 14.67 18.31 24.85 DSHR2- 16.79 23.67 28.57 36.97 DSHR2 12.38 16.14 19.78 26.32 DSHR2H 17.31 24.19 29.09 37.49 DSFMH 12.90 16.66 20.30 26.84 TSH 16.24 23.12 28.02 36. TSH 11. 3 15.59 19.23 25.77 . 2 42 8 TSHR2 19.75 26.63 1 31.53 39.93 TSHR2 15.34 19.10 22.74 1 29.28 �• TSI-a2H 2O.27 27.15 32.05 40.45 TSHR2H 15.86 19.62 23.26 29.80 TSHR3 21.50 28.38 33.28 41.68 TSHR3 17.09 20.85 24.49 31.03 TSHR3H 22.29 29.17 34.07 42.47 TSHR311 17.88 21.64 25.28 31.82 DDH 19.62 26.50 31.40 39.80 DDH 15.21 18.97 22.61 29.15 DDHRI 21.37 28.25 33.15 41.55 DDHRI 16.96 20.72 24.36 30.90 _ DDI-MIH 21.63 28.51 33.41 41.81 DDHRIH 17.22 20.98 24.62 31.16 DDHR2 .' 23.12 30.00 34.90 43.30 DDHR2 18.71 22.47 26.11 32.65 DDHR2H 23.65 30.53 35.43 43.93 DDFMH 19.24 23.00 26.64 33.18 TDH 25.60 32.48 37.38 45.78 TDH 21.19 24.95 28.59 35.13 TDHR2 29.11 35.99 40.89 49.29 1 TDHR2 1 24.70 28.46 32.10 38.64 TDHR2H 29.65 36.53 41.43 49.83 TDFMH 25.24 29.00 32.64 39.18 TDHR3 30.87 37.75 42.65 51.05 TDHR3 26.46 30.22 33.96 40.40 TDHR3H 31.65 38.53 43.43 51.83 TDHR3H 27.24 31.00 34.64 41.18 Notes I The bay weights given include all steel,bolts and pins fully galvanized 2 Table A gives the weight per bay for the bridge in service 3 Table B gives the weight per bay for the bridge without the decking -this data is used for the installation of the bridge(the bridge is installed un-decked) 4 All weights given are based upon standard factory components 5 1 bay= 14.76ft 6 All weights given are in kips r= Addendum II MABEY UNIVERSAL BRIDGING MAXIMUM ALLOWABLE LOADS IN TRUSSES Shear Force Shear Force Truss Bending (Standard Construction Moment Panels) (H.S. Panels) - --=-� Ki -ft Kips Kips SSH 3,615 156 223 6,491 156 223 SSHRH 7,155 156 223 DSH 7,873 282 403 DSHRI 11,380 211 302 ' DSHRIH 12,233 211 302 DSHR2 14,899 282 403 DSHR21-1 16,594 282 403 TSH 11,322 422 604 ' TSIM 18,043 353 504 TSHR2H 19,671 : 353 504 TSHR3 21,420 422 604 TSHR3H 23,849 422 604 DDH 14,458 524 564 DDHRI 20,233 393 422 DDHRIH 21,570 379 408 DDHR2 26,029 524 564 DDfMH 28,712_ 524 564 TDH 21,680 786 846 TDHR2 33,258 . 654 706 TDHR211 - 35,911 654 706 TDHR3 39,061 786 846 TDHR311 43,045 786 846 NOTES 1. The Moment and Shear properties tabulated are consistent with a minimum factor of safety of 1.7. 2. The Shear properties tabulated take account of any maldistribution of load between the panel lines due to differential stiffnesses within the trusses(DSHRI,TSHR2H,etc.). 3. These properties are calculated for worst case situations. In certain circumstances increases in. these properties'may be possible but only on the express written approval of Mabey engineers. 4. All double story constructions must have end posts at abutments. . a Addendum Illa v v For maximum shear force, the position of the load for maximum effect is not at the end of the span (i.e. directly over the end transom) but rather at the second transom position, ' as explained below: A7 B C r m ro ` With the load at position A (directly over the end transom - position for.maximum end reaction), . all of the load is transferred directly to the bearing through the transom. With the load at position B (between the end and the second transom), part of the load is transferred directly to the bearing through.the end transom and part to the truss through, the second transom. With the load at position C (directly over the second transom -7.4ft from the end in standard configuration), all of the load is transferred through the truss, and this is therefore the position for maximum shear force. y Y f s ADDENDUM Illb Mabey Universal Bridging Eccentricity Factors The loads in each truss are increased to allow for the eccentricity of the live load in the roadway: Roadway width B ' 1 Load width C D Li Li Truss c/c A eccentricity factor (e) = A + B - C A + D A A A = 16.3 ft B = 13.7 ft Eccentricity = (16.3 + 3.7) = 1.227 C = 10 ft 16.3 D = 3.7 ft Addendum Na MABEY UNIVERSAL BRIDGING SINGLE TRUSS - PLAIN PANEL LINE MAXIMUM ALLOWABLE AXIAL STRESS IN CHORDS (based upon AASHTO Table 10.32.1 A) Individual Properties Channel AREA Ix Rx Iy Ry Section in2 in4 in in4 in PANEL CHORD MC5xl2.4 3.65 13.07 1.89 2.06 0.75 Y01 view s, x x 93 ins 2„ c/c I YI �I Composite Properties AREA Ixx Rxx Iyy Ryy 2 . 4 . 4 In In in In in PANEL CHORD 7.30 26.14 1.89 60.00 2.87 AASHTO Table 10.32.lA Fa=(Fy/F.S.)x{1- Kk x L/R)2]x Fy/(4 x(pi)2 x E)) X-X plane Y-Y plane Fy=_ 65.00 65.00 ksi - F.S. = 2.1-2 ' 2.12 L= .44 88 ins(maximum unsupported length) a k= 1 1 (pinned ends) E= 29000 29000 ksi Fa = l 29.72 29.02 ksi Addendum IVb MABEY UNIVERSAL BRIDGING SUPER/STANDARD PANEL MAXIMUM ALLOWABLE AXIAL STRESS IN DIAGONAL (based upon AASHTO Table 10.32.1A) Individual Properties Channel AREA Ix Rx Iy Ry Section in2 in4 in in4 in DIAGONAL MC4x7 1 2.06 5.00 1 '1.56 1 0.70 1 0,58 Y 0 10" X6" 88 ins gusset x x clear Y 1 y . Final Properties AREA Ixx Rxx Iyy Ryy 2 • 4 • 4 in in in in in DIAGONAL i06 5,.00 1.56 0.70 0.58 AASHTO Table 10.32.lA Fa=(Fy/F.S.)(1 (kL/R)2Fy/(4(_X)2E)) X-X plane Y-Y plane Fy; 65.00 65.00, ksi F.S. = 2.12 -2.12 L= 52 52 in(maximum unsupported length between gussets) k= 0.65 0.65 (fully fixed ends) E= 29000 29000 ksi 4 Fa = l 29.84 124.81 ksi �� C"'� �� �� � . Crawford, David (Hyannis) From: K C [capecrawford@yahoo.com] Sent: Thursday, May 03, 2012 12:17 PM To: J. David Crawford; Crawford, David (Hyannis) Subject: Fw: Massachusetts RMV Transaction HBH7H:Payment Received Do Not Reply — Forwarded Message ----- From., "noreplvC�mass.gov" <noreply(a,mass.aov> To: capecrawford(ayahoo.com Sent: Thursday, May 3, 2012 12:15 PM Subject: Massachusetts RMV Transaction HBH7H: Payment Received-Do Not Reply RMV Transaction HBH7H: Payment Received! The requested license renewal has been successfully processed on 05/03/2012 at 12:15:38. 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RE: l COMMENTS: Fo 2r Out 7 This message is intended only for the use of the individual:or entity,to which it is addressed and may contain information that is privileged, confidential,and exempt from disclosure under applicable law.If the reader of this message is not the intended recipient,or the employee or agent responsible for delivering the message to the intended recipient,you are hereby notified that any dissemination,distribution,or copying of this communication is strictly prohibited.If you have received this communication in error,please notify us immediately by telephone and return the original message to us at the address above via the'U.S.Postal Service. l 'd 8L18 'IN - Ad9o :E ZH �eW Town of.Barnstable Regulatory Services • snxxsrnsts, . MAW Thomas F. Geiler,Director 039. � Building Division Thomas Perry, CBO' Building.Commissioner 200 Main Street,' Hyannis, MA 02601 www.town.barnstable.maus Office: 508-862-4038 Fax: 508 790-6230 February 24, 2012 J. David Crawford 212 Elliot Road Centerville, NIA,02632 . Re: Town of Barnstable Family Apartment Affidavit Dear Mr. Crawford: We received your Family Apartment Affidavit which states�_Katherine A. Crawford (Daughter) is residing at your:address. The change of address-confirmation does not provide a name,just the residential address,this is unacceptable proof that your daughter is residing at your address. If you could provide proof that.would confirm the transaction ID: 9259129LJ to your. daughter's name, we would be;able to see sheds living at 212 Elliot Road: If you have any questions, please call me at 508-862-4039. Sincerely, Brenda Coyle Division Assistant Enclosure .¢ Town :of Barnstable Regulatory Services of Thomas'F`Geiler,Director . Building Division . . BAMSreBM ` Thomas Per 'CBO Buildin Commissioner M ARM g i'3'� g 039. 200 Main Street, Hyannis,'MA 02601 www.town barnstable.ma us , Office:. 508-862-4038 f*: "' Fax: '508=790-623.0 Town of Barnstable'Family Apahment`Affidavit I, being on oath, depose and state as follows:. as My name is � V �+ t,. JIV t I am the owner/resident of the property located at: _�./� )5- The following members.of my family will be the sole occupants of the-Family Apartment at the: -- aforementioned address: { Name &relationship to owner: I"Nle7 C2�u1�=o�z b i ✓�!�lea Name&relationship to owner: The Family Apartment will beahe primary year-round r.esidence for the above-identified ,, family members. In the,event that the listed relatives vacate`said a artment„I will:immediatel f Y P Y. note the Building.Commissioner m writing I unders"tand that no subletting or subleasmg�of said Family Apartment:is permitted I understand that:I am required to file;an Affidavit annually with the Building K rz+M Commissioner listing the namesand relationship of o`ccupdnis+in said Family Apartment..1 also understand that I am required to:comply with all conditions imposed by the ZBA Special Permit and/or,the`Town of Barnstable Zoning Ordinances Section`240-47.1,Family Apartments: I agree, 4 K to note the Building Commissioner immediately in the event of the sale of this property.. If there is no longer a,Family Apartment at this location,please explain The apartment has been dismantled:`. The apartment has been transferred to the Amnesty Program(Appeal'No. ; n :)' % Other . t Sworn to under the'pams and enalties o perJury this f day of��g�u 2012. Signature _ Phone Number ale Print Name y � � /�if� • .w q:forms/famaffid.doc F W: rev 11/08/1.1 u ' - : - .ifirmation, https://secure.rmv.state.ma us/6hangeofaddress/C` onfirmation.aspx r j MassDOT Home j About Us j Employment Contact Us [.Site Map Site Policies V ^ i Online Transactions Branch Info Forms&.Manuals License&ID Registration Citations&Suspensions' Title&Salvage Md55. oi" } i Change of Address=Confirmation Print This Page a RELATED LINKS. Transaction-ID-:-9259129W----J 0 Registration'Information a , Thank you!Your requested Change of Address was processed successfully on 1/21/2012 at.1:45 PM Q Check My Vehicle Title and Lienhoider Information The Massachusetts Registry of Motor Vehicles NO LONGER MAILS.CHANGE OF ADDRESS LABELS_ You may use any plain label with the-address handwritten on it as long as it fits in the designated area on the Order Soecial Plates I s back of the license or ID.You can also use a pre-printed address label such as those you use for your return i O Pay Citations(Tickets)address on your bills,etc.You may also attach a label to your vehicle registration(s). j Be sure to notify your insurance agent of any change of address. I Renew Your Driver's License I f r d Your new address information is: Renew Registrationl 'Residential Address:---�► -. i Replace Your Driver's License 31,_212-ELLI01T.RD 1'O Replace Your Mass M w '�'"�"� .0 Request Duplicate Registration 0 confirm MyDriver's Ed VOTER REGISTRATION: _ Certificate Has Been Issued' Your online Change of Address will amend your MA voter registration status.in order to do this,you must Orgari'and Tissue Donor submit an application for change of information at any RMV Branch office,or you may visit your new city/town j Free FAST Lane Sign Up hall,or pick up a mail in registration form at the RMV and mail,it to your local election office.You may also { j contact the Division of Elections with the Secretary of State to request a Voter Registration Form f� Request a Duplicate Title - ------------------------------------- o If you have any questions,.please call the RMV Phone Center at 1-617-351-4500(within 339/617f781/857)or 1-800-858-3926(within 351/413/508f774/978)from 9:00 AM to 5:00 PM,Monday-Friday,except holidays. You may now complete any other RMV online transactions,-as necessary.. -Change Another Address ©2012 Commonwealth of Massachusetts Home Site Ma 'p ,- Site Policies Contact Us: By Email, By Phone,;By Mail l of 1 1/21/121:45 PM ' . % ZN O r:■■ ■■■ � 0 am loll moil ■ ■' - ------- asalava�avaea3a=.a:aea.a:aeae=... - .=t ' � Q I _ ■■ ■■ ■■ ■ ■■ 11111111 � .. lijiuuiirrrui it jitirrij ■ �� �■ ■■ , Mrs YiFul swim 01 [slim IN ■'s ■■ ■I �� �� �� �'1 ■■ I■II■I '■I■I 1♦ 3..te:�sv..�r�v ��Y J ��tr. r!A'.5'.•is^�� �sa'Ir t�= fir•+�. titer ..�✓Js!^_.eas,��. s�C�R�'����s-.i�.IOS:..:..L'I.�Jtttr���`:i�, 'Y �•-!l • �! a�As°/?.�.l�li., �I��. I 4 !�� �1'3�.:.�_=ti.ez i i i i 0 • - � moo . r . plc a c c a 6 Rl M c LEFT ELEVATION SGALEs - ED LU z - to uu ej L---i RIGHT ELEVATION SCALE, 1/4' a N-0' SWEET, /j 12=10r b'-1a 4'�3r - n - c a Z -91PA O Illb �F w I I m -•. PTP 1971-2 �3/4"3/0 o _ no r px Lj_ x , I r - p PTO 3791 III 11�� I L1 9'-4° m11 Q rPTO3T71 ' N 37 3/4"3/4 � � '- � _ �4r -1 —_ CAM dFANM6 •, 6. I � •3,-11 I 1_4r 3'-10r _ 4a 3..{ - I / 4 `� � '. BI V O Q a 91rpa® — —————.. ' „-�' cl ` ' .r - 1 i'a LI 726(al:a el I I ?b 3/4"3✓41 i 1Q> .,. 16O I (3)DCG lax AJ10C►1 F�1 l� . mi4 • I'�: M 72%XO 411 •W-III1/2a - 11 b x, (p 2T-Or r 3i_p�+ .n-_0n" 14 $3'_0a X\N I JOB LOCATION: 7 CRAWFORD RESIDENCE o ° REDE )ul. Im H( ]H(C.0 HA(02632 I PI-AN l�NinNirOo G,rnl° `fir`-7i ;i h�f n/T.rn1 iVn�ro II'-Io �{ 5 999 N M i r a� fTl l A �r 100 b/4'*d2 014' S1ltiL Qld 1 M M 1 m - ————— ———————— — —— ———————— FQ 17 10 • a . 4 � t60 3/4hx4,r s,:4' �.... � I Ill W V CM2WAPXW L U) m �F a z o o 3 n - . 32'-Oe JOB LOCATION CRAWFOR® PESIDENGE E BE-:)))U R L 0 HQG H H 3 o A_ BERRY SQM o R G9 CCC InlTEM IIL UE9 MA(028 32 PLAN . 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MIIIL ------- ---------- , — ------------ — --- -- ---- I1 � I w I I I a V 1 LU Fn I Q { I -3L { Q tL I ' .Dooms i FOUNDATION .,PLAN V ir I 1 I I SCALE, 114• I'-O• I I i I 1 nI L----------------- -----j I -------- ----- -- F SNEET J IT-6 WV Fin 2 •1 a ri rj / r I (Q to r �J� 1' • P /JJ v 1 p lo W-01 T-6 1/21 All i!Q tit JOB LOCATION{ CRAWFORD RESIDENCE o AVSHD� D12) g L�Dll!! 11 11ll 11�0 ELEVATIONS om,no NN rg- F0 e • S ,0 n m V� f i r o y� N t , L f . .JOB LOCATION:CRAWF®RD RESIDENCE D L�Jj��Y3HME o DEDDH (G9- EHCo � . l 3 0 A o C RRY oQUAREE9 CCCn1TCRVELLE9 MA(026 32 PLAN ' ran.-arnTuEa. rsr,ro n/7 .r2 n =Vr= rl i ' /M ■i�i��e ■i �II■�iTi �� III■���l�� lu!li i,�llll �� III==����■ - MRN J.. . P ... CRANFO - . RESIDENCEAY� IDE _ UILDIIoI 3 BAYBERRY SQUARE. CENTERVILLE. MA c • (�1 Y � r 2L q -5 (2) q 1/2" LVL FLW ti TRUE" OFFSET � - - - - - - - - - LOFT . OAK OAK RIDGE PTD 3333 CEDAR CLOSET 33 3/4"x33 3/4" (Y 2-4 CARPET PTD 3371 r 33 3/4"x71 3/4" — — — — — — -71 REF. W. 2 ji BOOK51 ( \ TV � I ( SEAT PTD 2q(o5-2 V-6" CEILING 57 3/4"x 65 3/4" ENT E R T A I N N Lcc N T OAK 2 PH I � 1 LINEN PTD 2g65 I m N 2' I 2� 5ATt-'I#'-+' m 2q x,3/4 65 3/4 (' - _ TILE ( i �50 3/4"x25 3/4" m f I r co TV ® CC 25 5-2 50 4"x25 3/4" PTD 2g65 II 2q 3/4"x 65 3/4" i 121-0111,21 I I BEDROO #4 1 —..d '-10" '-011 �f A �L7l / 11 4 CARPET O I I I � i PH 1� w O � N � 9 N � iJ 7'-6'� 7'-6" 4'-6" 15'-0" 41-(o �� +r- .�• ♦ \\ `\ REVISIONS / t 1 1 , �,#► f- �- ., ,. ++ �, f - . PAA ALLEAP. 4,15 \ \ . \ DESCRIPTION /,} ' • t , 1 • I 1 / .M 248 ♦ \ \ \ N0. DATE r` ` ` `• /' i i i 1 i r ! r -----------------''''rr+ .�► ..» r - •./' w ,.. ' +� i LOT4A 576C `\�`� \\ ``\ \\ r\ 1. 12 8 03 NEW HOUSE DIM. / �j ----- �/ wow � No"N \ /Irl ■ % / / I / /,r / // .0 � ...« ,f. W.M00 ■fir w/'M� ..' 'r� ii, -1 \ , \ r ` \ \ \ 01. STAJ+k�EjXV QQSET, ,/ r . 000 !/ ♦ r \ or GENERAL NOTES: ! / ' / ' / / , ,/ ' �r `♦ ` ` \ \♦ \ ` \ 1. THIS PLAN IS FOR DESIGN AND .01 / / / / � / i � ,/ r -- ..' �.' ..� ,."\ � \\ � `\ \ \� `\♦ \ ` \ CONSTRUCTION OF THE SEWAGE ,/ I / r 40 / - ,� ,f - \ \ ''� \ \ \ \♦ \ DISPOSAL FACILITY ONLY. .• ' /' f r / f /' r � - ` � ` � \ ` ` \ ♦ � 2. ALL CONSTRUCTION METHODS AND !Ij•,/ 1 __.' .' / J ! / ♦ , r' ••' •' f . "� `• ` \\ ♦ MATERIALS SHALL CONFORM TO MASS. , r ! , 01.e ,lp , f ♦ / �• \ \ \ \ ` ` D.E.P 1111E 5 AND LOCAL BOARD olo \ r00, .11 / r ! f- � �" "�"_- f- \\ \\ `� ` �'\ `\ ` \ \ ` ♦ � \\ OF HEALTH REGULATIONS. • "'^' / / 10 / .0'0 .•0 " •'" ,•-" • • \ \ \ \ ♦ ` ` \ \ 3. ALL PIPES LOCATED UNDER PAVEMENT _ / ,. , le J .., , - ` \ \ \ ♦ \ \ \ . ♦ OR TRAVELED WAY SHALL BE SCHEDULE x� // /'� ' 1 i +'' !i r/r ,.� /'9� /�"� . '- '�� r \ \ \\\ `r ♦ \\ ` `\\ `\` ` `♦ 40 OR EQUAL. • r.,.r' / / / J � O r+' i ./" \�,- �� `\ \ \` � \ \\ \\ .\\� 4. THERE ARE NO KNOWN PRIVATE WELLS �,► / �/ / -•'' / /'"� .N � ` ,., ` '� ` \ \ ` \ `\ \� LOCATED WITHIN 150 FT. OF THE "'�/ I ! / ! i / /' / .' ,,! -- `, -..,, \\ ` \ \ ♦ `\ `� `\ ,a PROPOSED LEACHING FACILITY NOR / �N- // \:,, r 000 / / / 1 J / , �r . r� O / �r .• \ 'fir �•\ �� `� `\ \ \ ♦ `� r. .\ • , . I , i ! !oo, / / / / r \\�_ _ '"*� . . \ r \ \ ` \ �� ANY KNOWN WELLS PROPOSED WITHIN „�,.-' • `. / __ _. .�-"_ ..+'"' r 1 1 J ! , ! / �/ r i! /' � -- - CA ,..,,•,,.-` `�-�,� ''`` ` \• -___� ``\` `�` \ ♦ \\ \\ `\\\ 150 OF ANY KNOWN LEACHING FACILITY. / 1 J / / / AMP \ 5. WITHIN LIMIT OF EXCAVATION REMOVE \ \ 1 ' �" , '� ALL TOPSOIL, SUBSOIL AND OTHER ! = `. t , / ! / , ! / / �� •� •,, ��� IMPERVIOUS MATERIAL t.. / / ! ! /01 IWft P . . \ \. `S • • \ \ S. REPLACE WITH CLEAN WASHED SAND — -- � ` \ ` \\ \ ` � M \ ._ -..�,.. \` `,� ``. ~`. FOLLOWING `� OR OTHER CLEAN GRANULAR SOILS � . � �` ~` CONFORMING TO THE OLL r' J Ti r, , ! ! i �� - / /1� J' � / /I / �\ \ ` \`\ `�� \`\` `N\ IN `N\ SIEVE ANALYSIS: N. •/ / i ' / / •\ `\\ • i - i i40p♦ ! I// �. / ! , / e N r / `F I `\� `.\ `N\ ` ``. `�\�'<. ``\ 10PASSANo.50 SIEVE ALL y\ _ \ \\ter- \ 00 / , \ \`\ �\ \\ `1Z10- \ `\,� `\ �`N. \\ `\\ CIO X OF NO. 4 SIEVE SHALL r+- ! . , . _-__ �\ / \\ / // `/ �'/ , ! / / \ .. . . . \\ \ . \ • PASS No. 100 r' Ni -`\ �� 00 /J' - ,/ / - // // / ! ! / / / �,. ` ` \ �, `\ `� `\� \�\ ` `� `� ``� \�� <5 X OF No. 4 SIEVE SHALL // \ / / ' `� \ - I ,r' , / ,/ / �. \ \ \9 \� `N ` PASS No. 200 ' - '\` --�•,—-- - % / / / J / NN` `` Q %` UNIFORMITY COEFFICIENT O No. 4 r/ ` NCH ARK ` � `. � � � ;e // / , ! J / , PR p \ E SET .�10-t� SIEVE </-6.0 - STAKE / _ _ •�, - ` _'.ELEV 35. 4 \\ \ \ f r -_�„ .. t r ►u tvO ED \ \� �\ �.� `.N `.\ 7. EXISTING UTILITIES WHERE SHOWN `\� f ..,, �*+ \r�\ / /I / /` t r F 0 �V \ `\ `\ \ `. `. IN THE DRAWINGS ARE APPROXIMATE. ! i/ ALL BE RESPON- �y ,'/ �' - ` •?1 ! \\\/ \\ ` ".► !! i i i �\\ SE \ \\ \` \ r `N •.`\ `\ SiBLE FOR THE �PROPERACTOR LY LOCATING AND ! ' r- �` - 1•\ \ COORDINATING THE PROPOSED CON- \ r / !\ .�` ,/ / /� ' / r ' - ` \ \\ \ _ .. ANDSTR THE ACTIVITY WITH DIG-SAFE ! / 11 .00 \\ •'�,, , \ / w , O �.,� Y 35�54 � •\` .. � AND THE APPLICABLE UTILITY �! / �/ O / '*� a,. COMPANY AND MAINTAINING THE 100,If.1/ ! / r J / ----- "\,� / / I J J / ; , \ + ` �•-Aft _ �� EXISTING UTILITY SYSTEM IN SERVICE. i ! ! ! ! / ! / - / / / \ / o• '` , •� VAN THE DIG-SAFE OF SHALL BE NOTIFIED PER i' ! r.i ' 30 � ` ` .:w.�\ ! t,` ( �v \� / �\ \ \\ , ! ! .W �. w STATUTE CHAPTER 82, SECTION 409 ./' \\\ \ N7 \ \ ! "�"'„+, , AT TEL. 1-888-344-7233. THE ..'' ' ! !J' f' r -- `� /\ 1 i i'*.` j I i i . 9.?6`w`\ \ t ` ,/'� ENGINEER DOES NOT GUARANTEE /' . • f + .--_______- / % J `\\ t 'til /! / // •\ `2T5,5 \ t THEIR ACCURACY OR THAT ALL .Z `\ !` / % ! i : i; / ; i // - ' y `\\ `\ -\\� t ` > t Ca` "' / i , `\ 63.2 ` \ �, \ ! / ! , / ! ,, ,,. \ \ \ , i ! \ , UTILITIES AND SUBSURFACE STRUCTURES I , / . \ �`�. t / / .___-_ _/ ARE SHOWN. LOCATIONS AND ' -- t t ! I \ / `. \ ` J 1/ J J / \ \ \ \ \ ` •••■" ELEVATIONS OF UNDERGROUND U11UTIES '/~\�► /!' r•'' ' ,r' CHMA K �` \ 1 t / n� / \ \ \ \ rr „ - \ \ i 4-A , ( \ ti I 1 \ \ TAKEN FROM RECORD PLANS. THE Sr+' -•_ _f! I I//! /r � i'• ! r r i-�, �#^, S E SET J J I /, / J , ` / `\ ` �/ _..-' CONTRACTOR SHALL VERIFY SIZE, / " " ...... !/I!I /j ,.// ,.e' �/ �J�/ F ,. /� r ♦ \ ELEV 33.39 1 1 t ! / J �J t / i 40 \ ` LOCATION AND INVERTS OF ! "`_"-' , , !' !! ! / .' �. JOHN R. XGER./ /' 1 / i i t t t �+ 1 ' �'�. / I \ \ \ �� � AND STRUCTURES AS REQUIRED UPRIOR MAP 227 / ! `\ / TO THE START OF CONSTRUCTION. 1041 P�:EL �2-1 /j \ O I / V' ( f , j -•'+.`. \`\ \\ \, \`% \\ i i !` ! / ,', •I r+' .'COT 7-6-& 64! � ♦ , � \ // � � �r 1 i 4/1 t � f i � f �� J 7� \ ` \ `. `\ r' -'rr ~\ 8. THIS SYSTEM IS NOT DESIGNED FOR ,,•' ,- f ��- \ // // ! , , I / t 1 t 1 \\\ ,...,.,� v \ `\ ``, `�\ ,% ,r''�� 3 THE USE OF A GARBAGE GRINDER. 01 r /' ' /' A GARBAGE GRINDER IS NOT \ •. Jr ,f i i •' ' -•'r ,�~ , i // /// // I t i i i i i ( ~\\\ , // \r � \` •�\ •\\ ,+./ _ p d RECOMMENDED DUE TO RECOGNIZED �! ,/ !! I' r / ► i �.._ \ •� ------_ o� ADVERSE IMPACTS TO THE LEACHING , ' `� �`\ �`� .' :n FACILITY. Ap �y y t �f � ,,,• 2 / � ~\` ,,,► 'err.+ / /' i , / j / ! / // I 1 1 1 I/ �\ \ r+ N/F ,1 ! ' '� 1 J i !! GARAGE `l /' ' / / t ( I i ,t t 1 EXIS ACCESS EASEMENT TOS=42.0 - ------ `\ i FRANCIS W. BURKE ' / ,/ r , , 1 , ( , \ 100 MAP 227 H; •,35. �' !' /` 1 J1 i i /` 1 \NJ �`.� -- ' PARCEL 61-2 32p �,/' 214-6 ,i 1 "D i i Dab / i ``� / &SC � , "j1 / 1500 GALLON BENCHMARK GROUP / 4,A0' ---- SEPTIC TANK M,. _r-�- , ! 1 � r ! - � ! � 0 STAKE SET `.\ „- ► _-- - - i1 i C. ,� / / ` _ ELEV 41.60 657 Main Street,(RT. 28)Unit 6 •\ W.Yarmouth Massachusetts Q / i 02673 PROPOSED 5087788919 BR HOUSE / 1 aG k% PROJECT TITLE: N/F ' // ; h // i ; PROP. NATALIE K. OBRIEN TR. - - - !i J /! �A SEWAGE DISPOSAL MAP 247 i /! � / / / /,� � PARCEL 83 I / / /� / /� 0 n� ~^- ; ;` ; ; ; , 'LEACHING , n� y PROPOSED SYSTEM DESIGN V \ POOL , F 1� , / ' t ; `\ r od N/F 212 ELLIOTT ROAD \`,� ` ! ' RESERVE �`\ �.c 0)KENNETH J. & ; AREA(TYP N/F �\ N BARNSTA6LE JULIE RODGERS -� MAP 247 .* �� CAIZL S. RIEDELL \`\ a 3 s N -. �'' MAP 247 \ N c M ASSACH U SETTS 8 PARCEL 84 PARCEL 256_ `� ''` N LOT 6A \ ,� 0 a � 53.0' �'1 O to TAiXE OQt�ITY� LOCUS PLAN. w ti C CRAIG A. N/F 168 3?• 1 FIELD KENNETH S. & 1 No.3WS KAREN M, MOLLOY ', LOT 6A MAPN PARCEL 85 TOTAL AREA 1.39f ACRES T Leo ; TOTAL AREA 60,381 t S.F. Y PINE STREET WETLAND AREA 1,058f S.F. Q f 1-18/0 3 1 UPLAND AREA 59,322± S.F. PREPARED FOR: IL N/F `.N\ BOSWORTH ASSOCIATES v P.O. BOX 685 o m ANN MCLAUGHLIN \` DAVID J. MAP 247 1645 FALMOUTH ROAD, UNIT C a w , PARCEL 86 \\ CENTERVILLE, MA 02632 c Na3 12 N •1 \N`•\` DATE: JANUARY 8, 2003 3 LOCUS N/F 8 �' lr \`,, COMP. DESIGN: K. HEALY O p MICHAEL J. & 898' CHECK: D. CRISPIN 0. D QOROTHY J. CICHONSKI M �ti �,.�� PLAN VIEW sal'` MAP 247 \`\\ DRAWN: L. MOcD. / K. HEALY PARCEL 87 `\\ \\ FIELD: D. GAZZOLO / J. McCARTIN „�-� SCALE: 1' 20 FEET = NN FILE N0. 4823401-SP.DWG 4 O� N/F � CENTEj� 0 10 20 40 FT. LOUTS J. & DWG N0. 5346-06 \ N �' NICOLETTA METAXAS �£ q JOB NO. 4-8243.01 SHEET 1 OF 2 s -- -- --- - BOOK PA 00 GE _ I . / _ AtPINE STREET NOTES: / A 9• 4 a 1. WETLAND DELINEATION CONDUCTED BY NORMAN W. HAYES, 2003 JUL (D �. i PWS OF THE BSC GROUP, INC. ON 1/12,15,17/200t ri / 7 02 AND APPROVED @Y THE BARNSTABLE a3,�°R 11 �k-,. e t.,j, 4 • o 02/2 / VE ,., , O F. C ,�.4, , . ° m w. VATI COMMISSION. SEE ANORAD DATED O N CONSERVATION ( ? FEUA Y 7 ZOOZAND REVISED MARCH 19 2002.) O OF THIS PLAN IS TO REVISE THE INTERIOR / 2• THE PURPOSE S • � LOCUS LOT LINES TO REFLECT THE MINIMUM REQUIREMENT OF / // O L ES 43,560 S.F. OF CONTIGUOUS UPLAND / / / N v DAVID J. BLUESTONE do w FRONTAGE i WILMA B. ROSENBERG THIS <v ; 3. T PLAN DOES NOT REDUCE THE MINIMUM REQUIRED /- .� E Lois PREVIOUSLY THE P APPROVED BY THE BARNSTABLE N/F WF 200 W-,20t' WF-203 WF-204 MAP 248 OF RE ,Q PARCEL 57-5 PLANNING BOARD DEPICTED ON THE RECORD PLAN FILED CHARLES W. do i ,, ,,, �,...+ WI:-205 FOR REGISTRY USE ONLY AIN F BUCKLER TRS / WF C 111 1., � "�.. IN THE @ARNSTABLE REGISTRY OF. DEEDS. IN PLAN @OOK EL E BU E �'' .► - WF-2U1 `'�.. WF-206 _ �I 4 PA 1 AND DATED DECEM@ER 2, 1993. MAP 228 .% .. WF 207 LOCUS MAP: ! CERTIFY TO THE BEST OF MY 99, GE 8 PARCEL 197 IMF--208 / '1 •+.,.. NOT TO SCALE PROFESSIONAL KNOWLEDGE, WORMATTON DIY .. AN 0 BELIEF !HAI THIS PLAN CONFORMS 4. LOT 78 {S ANON-BUILDABLE LOT. / 2e ti r ,� / � r r TO THE RULES AND REGULATIONS OF ' WITH OT 8 TO FORM A BUILDABLE LOT f LOT 7A IS TO BE COMBINED LOT 6 / 3 THE REGISTRY OF DEEDS. LOT 5A t5 t0 8E COMBINED WITH LOT 48 TO FORM A BUILDABLE LOT / ?4 , � s? LOT 4A IS 0 T BE COMBINED WITH LOT 5C TO FORM A BUILDABLE LOT / / 81 >k ti h ,IYr` S x b . dt ZONE RC SHOWN / � _. 5. THE LOCATION OF THE ZONING LINE ZONE R8 / h 3 A �. ,. GMiD „,-,.. • A FELD N Y Y 1'H . A -ON A PLAN PREVIOUSLY APPROVED @ E `HEREON S B SEO / � � ! Na i , WF 209BARNsTAeLE PLANNING BOARD DEPICTED ON THE RECORD F LEO iNo11 AL / F S N LAN BOOK R 00 TRY OF 8 A► ARN T REGISTRY DEED IN SABLE THE B I // 6 RF 10t �a• , 499. PAGE 81 AND DATED pECEM@ER 2, 1993. AL •-a a _ �.. . _ RF 102 1 RF 1 _ _ , RF 4VMF 2t?9A EXISTING . � -1 Q , -2 RF ; .....�.. - "'.,�/.•. 1tov N/F / _ .•• ♦ ♦ WF-210 PROFESSIONAL LAND SURVEYOR DATE CULVERT �/ RF 4 _ ......• _ RF-13 �•..•• ♦ KEVIN M. do JUOIIH CAMPBELL ... • .�: LIM{TS OF .• �••� MAP 248 1� -► �• � HAP AREA 'SIG _ PARCEL 57 9 / �._-,., SHAPE RE •, .,,. VVF' 212 • ♦ . F t MA= 21 � - / _ I MIF 213 � WF 120 WF 23 _ .wt. F 1 AW �.�.. / / ilyc AL � WF-12� � � � � 2t 4 WF-17 `� WF-124 10$S.•RF-?0o. N/ / . . . » _ PLAN OF _ � / S88 35 43 W -� � � - ., , `�., WIF 214A ARI V. ICON K do 16 �. �.. • iYc. A 568 �. " alter. / , + Z � VFTAWNORA R. YOUNG �. W �_ LAN D WF 11 o d - ab 9 � � T RF 11Ap -M 227 MlF 127 a -� / aldc. _ r WF 118 N �. ? . :PAR 1 -1 1 � �:, _ S0.PARCEL 39 5 .r �► z RF 111 / WF 117 010 .i� o •.. CBDH +. •. WF 116 RF 1 _ .4 _ .. t 2 W 215 WF 1 t 5 ..� _ 13 � 28 �.. #208s, .�1 a ' 212, 214 3 LOT .48 ♦ ..flo . „� f WF 14 � - � } s- �WF 129 '•., RF-„5 ELLIOTT ROAD _ 1 WF--114 rt ♦ ♦ . � WF-216 N/F WF 130 � Y WF-113 ALLEN J. WHITE h i $ - �, CP � .RF 11 IN 1 / o. ♦ � #208 ELLIOTTELUOTT ROAD 'h JO WF-11 + WF-1 1 ` Q ^► � _ � 2 DEED 9106/1 S88 35 43 W� , �* t 3 WF-217 / �• WF 13 CARL S. I '1 . •• - � S R EDELL 6aoo O N/F IRON PIPE fX1fZNSTi48LE ;r ♦ wF-111 1• t� .Rf-117< <v / q• ♦ MAP 248 ALLEN .J. WHITE FOUND WF-13 ,N • Iwc •�' 2 PARCEL 57 _3 #210 ELLIOTT ROAD _ NIF 134 d �Mlir'1J CH �+ S • ` WF 12 132 S. CONCRETE ♦ � `�.- ti .� LOT 5 u+ D 1 3 1 �•.. y ♦ ♦ 1 i DEED 338 / 2 _ � _ I WF 0 1 •• - WF Zl / N7 •. 3 .r 118 8 , N FOUND ` 3 TE BOUND tP ♦ ♦ � ,. .�.�CONCRETE ,.. � T �' ,r � coMelNE� LOT do LOT 48 MAP 248 n� � BARNS ABLE COUNTY BOUND FOUND _. � h t / � _ ... ♦ ♦ TOTAL AREA 2.17 ACRES PARCEL 57-4 _ . 4 ? 1 v 4► T TA A A 4 LOT. 4A Y 9 49 ..� � 0 L RE 94, 93t S.F. 0 7 0 MIF 1 _. '0 3 / WF 135 N88 � �.. 9 :. 1 ♦ T ; WETLAND AREA 45 814 S.F..F. z COMB NED 'LOT 4 do LO 6C .. 1 A t S s y _ � O WF 1 � 4 , L J 0 8 A A ' 7S.F. UPLAND E _ 9 T TA AREA ,A 1. A _, _ ?r►�+fi S 7 f R � •46. 0 L. E 8 'ACRES W ,, ...� f w .. .: - - - __ _ � _ - -- �- - _ A T A A 77 - - _ E EA 5�6 S. _ O AL 862 _ _ _ �. 4 _ 3 5t- S ,._ S 1 _ _ E ELLIOTT 1 0 ` D A r 0 _ a ro 88t- A .r.- HAP FACTOR 1 7 A C � N A A- 4 S.F.F♦ SHAPE GR R 2 8 WETL D E 5 3t 2 33 S 3 .. , WF >< WF IMF 9 w / 7 < 1. 6 WF t �0 4 P 7.0 U LANL?`AR A 44112t S.F. _i9 E � ro 30 w _ e8 ,♦ wF 8 N Ya „� J T 7 ♦ �E _ 1 / 0 8 t0!. / / WF 5 CONCRETE SHAPE AREA 43 750t S.F. WF 106 � N _ \ BOUND FOUND 4 �. SHAPE FACTOR 19.05 r CONCRETE / i 2 r / 20 ♦ N _ 6 / w a� .- 9 IMF 105 FOUND o , BOUND OU D _AAAA'.AAj 'y 3 O 3 '� 66 / + ♦ cn _ L MIF 3 40. ±, 0 � � R ? / _ ♦ t 0S � WF 1 � ♦ REVISIONS: '� IM 04 itv o� ♦ 0� 3 .♦ , N' ? / IMF-2 ♦ ? i N0. AT -, �► WF-103 JF� ,� DATE DESC. . t8s .4 , F 1 CHRISTIAN CAMP MEETINGASSOC. / ♦ SS ? `'`�`:FR nr 36 1. 11 7 02 R LOT MAP 7 y N fq ?r• / � L fNE a► ►� - / / REVISE L NUMBERS PARCEL 21 _1 WF-1101 ,/� 3 Hr . w H PQ RD APPROVAL ♦ if. ♦ n►ro `V LOT 6C �''`��• n h N� IRED UNDER THE WF-100 ''' �'�- �• �o �o N y I ? 9? ♦ 8 / cn ,�► e 21 , 6 SU �O�t. DL:.LA I 34 �+ 5 59 •OS r N F �� ♦ / e / •$ . 9dlJOIN R. ALGER ♦ � / , :�. , /Q #z14 ELLIOTT ROAD 1 TT ♦ '' : � • .� / i __ .� .. ,w..° V AA Z _ N �' DEED t 3383 11 tit PAUL M. dt MAP 227 ♦ c++ t^ / R CT MARGARET A. WALSH �y 6'� PARCEL 22_.1 AP 7 b LOT 7A / LEGS / ? IN T T PARCEL 23 fY �. COMBINED LOT 7A & LOT fib ao � TOTAL AREA 1.28f ACRES WF= @ORDERING VEGETATED WETLAND v� I TOTAL AREA 55,868t S.F. �► C'RF= PERENNIAL STREAM o +�.( � WETLAND AREA 8,215t S.F. N/F / NB ti PREPARED FOR: S UPLANDAREA 47 657t S.F. CARL S. RIEDELL �' AREA OF LAND TRANSFER M 'SS' APE AREA 43 596t S.F a #l2t2 ELLIOTT ROAD BOSWORTH ASSOCIATES °D N ? SH �� 1 c SHAPE FACTOR 21.67 O 13383/10 LOT FRANCIS W. BURKE ?4 4r v +4, P.O. BOX 685 Q L 78 r MAP 247 ,.---� NOT A BUILDABLE LOT MAP 227 •ry PARCEL 256 1645 FALMOUTN RW, UNIT C PARCEL 4 r TOTAL AREA O.,St ACRES 61-2Lze !J LOT 6A s, _ :. - , •�4O�s ,. . . . �... � r CENTER /ILLE MA }TOTAL AREA 7,877t S.F. TOTAL AREA 1.39t ACRES 02632WETLAND AREA 8QOt S.F. : Il UPLAND AREA 707 S.F. N/F TOTAL AREA 60,38t t S.F. DATE.,. cc WETLAND AREA 1,058t S.F. NATALIE K. . MAP 247 6 UPLAND AREA 59,322f S.F. O � NO DETERMINATION AS TO COMPLIANCE YTHNOl SHAPE AREA 52 363t S.F. 83 � THE ZONING ORDINANCE REQUIREMENTS HAS/ N/F SHAPEFACTOR t6.68 3 BEEN MADE OR lINTENOEo THE 1 ABOVE H • KENNETH J. do 6 ENOORSEMENt S O o JULIE RODGERS � �.;, ? c� . �• 657 Main U o MAP 247 w Street, Unit 6 PARCEL 84 N/F $1. �' •� W. Yarmouth KENNETH S. do -. , ; � 02673 • LOCUS INFORMATION _ 4 vs 4 ,w . :e , _ KAREN M, MOLL OY V N N/I` a . fir7 MAP 247 ;,. K, rl 8 ��9 C DOANE STRA A w, PARCEL 85 N/F n� n �.. ��.� / / •Al MAP 247 '• C 2002 The 9SC Group, Inc. GEORGE P. do N ... '` .,• PARCEL 98 _ / 6�• i • ANN MCLAUGHLIN 3� .: �.. •: , PLAN REFERENCE: PLAN BOOK 499, PAGE 81. DATED 12/13/93 r y . / MAP 247 $ SCALE: c / PARCEL 86 �l w - 0 5 10 20 Maw �- ZONN N/F DISTRICT. R8 N 8.Se. / IRON PIPESETSA KS FRONT 20 MICHAEL J. d �: 0 ZD 40 Ip SIDE 10 DOROTHY J. CICHONSK{ FOUND ydU, r+, REAR 10' MAP 247- PROJ. MGR.: C. FIELD PARCEL 87 FIELD: D. GAZZOLO D. BROWN m / MINIMUM LOT SIZE: 43,560 S.F. LOUTS J. 6t / NICOLETTA METAXAS N/F NI TA C"./DESIGN: K. HEALY MINIMUM FRONTAGE. 20 z , MAP 247 JOIN P. dt , v' OVERLAY DISTRICT: AP WP PATRICIA -J. FELTCH TRS �,, DRAWN. K. HEALY MAP 247 CHECK: C. FIELD [h / w ww FEMA FLOOD ZONE B dt Cw P AS SHOWN ON COMMUNITY PANEL CEL 89 N ZONE DISTRICT. FILE: 4824301/8243ANR3.DWG ; W 250001 0008 D DATED JULY 2. 1992 y DWG. NO: 5346-09 At �\o JOB, NO: 4-8243.01 SHEET 1 OF 1 ri. i 111110 REVISIONS /.�,, ,, // ww, •. ,FALLEN J. WHO`. \\ '\ \` NO. DATE DESCRIPTION 1 f ."m.... . 000 ,� AP 248 ` \ \ T2P1 '-' ""� "� Pi L 57-4 \� \ ♦ \ /`. / •! / 1 /' i i i + 1 .' ,' / ,,,,__y.-- _ __-T__-,--------'R �,,•-'w �w -��'" ,, 40000 '"�„ '*„�- .....,. � � ,,� LOT 4A�`4t,6C \\� \\ \\ � \\\ \\\ 1. 12 8 03 NEW HOUSE DIM. Am ' �' ,/ \ , // // ' � 1 I , f/ Rv /.f' f/ �. ff .,,,.,, ,,..: '_ ...•—. .:.. �.� Iw ...,. ..... wow •,,,'"..�e 4+/, ,�" •s,,,, � � � \v,w \ ` \ \ 1 ♦ \ r (;�(yy_(• , S ' r /y♦ f 1 !f •f ,/ if f'r f, * � !.......►" r'r yw ./"' .mow ,11r \�� \\ ♦\ `\ \\ \\ }���'/ J' i r!. ( f •,/off „rr f'/. rf ffnow..�MINr „ol. �,..,,,..—.�.,...,..— �,A `'"^- .. . 1 ♦ ♦\ \ ` \ ♦\ 0000 ,�/ , r � , , , ww „�,. w.�w.•. wi.wwe.r ,,.. Ri# 4w,, „s � 4 �w„ ` �, \♦ \\ � \\ ` \ `\` / rf / ON, /.", ^,.'-•^ " aid`...,, `w �, "` ` �. \ ` ` 6RKAf I A f"r� frf 1 fort' w +"/w f —— ,,..---.,.....r"'''+ " j w'"' w�..*.* � ..+,, , � `` `\\ \\\ ``► `\ � \`\ , ' r / / • • , 'STPtNaA A SET:` ,,/" /` f' "" ,,.,s../. . "`.. ./�. _,. ' .R'" `\�,.' '"---____,__w ``�� ' `\ \\� °'� " ff, / . '' .. ,,,---------- -----� �'"` �- _ \� O �` GENERAL NOTES: p /� f, ff ,f w. , r * \ \ \ \ \ \ / r / r' f ,,•- ..-------•-.•_-_,.--,._ ,, ., •.,, •\ \ \ \ `\ 1. THIS PLAN IS FOR DESIGN AND % ll / r //�/ r/r i++�,t�► /! �, / r fJ f f/ ' r ff; fJ ww,, rrr,. 'raw / ,rr \` �- �_` \y ` \ \ \\ \\, ` ♦ w rJ f �� f �r wr A,,, ,,,, w�,,...._..------- - � \ � � \ CONSTRUCTION OF THE SEWAGE < ,. " / \ \ ` \ DISPOSAL FACILITY ONLY. /' - d ! / ! / r ��' I r'`" r ,.'' .."' ice' ...�., r `w �--. \ s♦ `♦ \ \ \ �► 2. ALL CONSTRUCTION METHODS AND �i.� ,. f i rf. r s�'. ,r r � ' �f. �+-•, ~ w 1 \\ �'� `\ \ ` \\ ` ` � / 411 ! r f .* ► \ MATERIALS SHALL CONFORM TO MASS. f � �, '""' '' '` `\ ''^ „ `\ `\ � \ \ ♦ �` D.E.P TITLE 5 AND LOCAL BOARD lry, , \ i ►-• /, , // f/ /' �' " ,r , /.� ww t .• „_, ...... r / •�� ,/ , / , / 'of 1r ,, / f r .• w w .. \ ---,. \ \� \ \ \ \ \�► OF HEALTH REGULATIONS. OR, ' 3. ALL PIPES LOCATED UNDER PAVEMENT / r I �\ . • '" / w / d ! f / ... /,/■� r f r : /' i..+- ,,.,*'. ,,,." ,.••-•-."^ ,.. -,..�,,.- •,.*. .. \ \ \ \ • OR TRAVELED WAY SHALL BE SCHEDULE / 01 /' i,' !" ee ee ,re f ..,. . {� � �# * \ \ � \ `` \ \ ♦ 40 OR EQUAL. J wA'/ t ,,r r / r " ,•" ,,J �,` w* *-,. \ �\ \ ` `\ �\ • THERE ARE NO KNOWN PRIVATE WELLS �/ // // /'" . % r r/i / ,,•` ,,,•�' r' ^ �\ \\ w ' \\ ♦ \ \\ w \` . 4. / , � ♦ f f_ i/R / ,,•• �w f .��+"' \ +,1, a �� \ \ \\ \\ •-..� LOCATED WITHIN 150 FT. OF THE '"+ �. `a• ► ` PROPOSED LEACHING FACILITY NOR • s _ '"` / �**i1" /t_ /I t / i r /' f ,r_ � .. / �- � � w � ♦ � \ � \ \ \\. ANY KNOWN WELLS PROPOSED WITHIN f r _e ` `\ �• \\ \ 150' OF ANY KNOWN LEACHING FACILITY. ✓ ..\ r ,. ,,_. t y / / Ir♦ f f' ` 5. WITHIN LIMIT OF EXCAVATION REMOVE f f' ,/ f, / '' \ �''. ,, .\` •.� \ ALL TOPSOIL, SUBSOIL AND OTHER --' �\ . / •/ , ,.,. --^\ \ 1 J ! /, ,/ , �"' ! , •+ ! "` '•w. "**�. *\ `. `\ `\ IMPERVIOUS MATERIAL. f / / f •• ' `> *• `., `• "--•. •: •. 6. REPLACE WITH CLEAN WASHED SAND / 11 !, f /, \ \ ♦ \ "` ,. 1- y' \ \ ' / �..--'-" \ ..� I / i f / / ► f fd / d /' �� � . `*• `w �1 h, \ `.� `\ , OR OTHER CLEAN GRANULAR SOILS / , ! ,.. ..,,,• / f �, � f /^ f Ile •,•: \ � O THE FOLLOWING / ! / �. \ ► \ w_ � , CONFORMING T • / / "w f f f w / .... �- / / � SIEVE- ANALYSIS: W:7. .... f 'lip \ \ f J / . 10% MAX BY WT. SHALL w w \ ,. 50 SIEVE / •. . ` > PASS Na y / ! r / / •. ,. '+ / � / ,� / G+f .. • \ �'�+. . '^• <10 x OF No. 4 SIEVE SHALL PASS No. 00 Rlot a► / +� / �/ \ '. `\ `r. `� \1� '�►�+ `. :1� �' � �. G5 '�.' OF No. 4 SIEVE SHALL .�*•'� J , .c / N .•- � ,, ..< d � � PASS No. 200 ENCHM\ / .. .. ARK UNIFORMITY COEFFICIENT O No. 4 STAKE.. .. / .� .•. r J / J' \ 6.0 SET +�.► 10 B-\ .. SIEVE </ w f Q/ *t. .. � .... w ;�' � f J ! .. LEY 35, 4 •. WHERE SHOWN "�-•. l 1 \ 7. EXISTING UTILITIES / ... ,< ,. .. w +� \ \ .,. APPROXIMATE. .. � , . .. � / �+It � : / ! N �/" \ \ \ \ .,, IN THE DRAWINGS ARE ! / ' r � ,� .. ,�► � .. .. � """�., [ t (�►n,,,,,, Q \ \ J ! THE CONTRACTOR SHALL BE RESPON-SIBLE FOR PROPERLY LO CATING AND .� ..-�._._ w i � - , COORDINATING THE PROPOSED CON- ! .... .. ►. � ! 1 /� $ E . •. STRUCTION ACTIVITY WITH DIG-SAFE \ / / ' • w / \ ••� Y 3�rk. AND THE APPLICABLE UTILITY r .. *+*• � \ ANY AND MAINTAINING THE � '",,. ,,, � � .,., s .� 21'!, .COMP / / / / a / ! rl / �. EXISTI/ ,. � \ - "'+ � h NG UTILITY SYSTEM IN SERVICE. r r � J ! r r __ ;�� - 1IF ++. '� NOTIFIED PER , J r ,. .. __ �' / `'�. / r,,, / ! � „�. w DIG-SAFE SHALL BE / / 'en '►. T r / d / / THE STATE OF MASSACHUSETTS /r r ! / ./sue . f ,u+ *�C f \ \ •�i 1t+,+w, y •w �.■ J ,/�r / / / / / / \ \ • . "Aft / \ CHAPTER 82 SECTION 409 / r / / .. , .wwmw , ,�., .,,,�' " STATUTE , r 2 . \ � / J '"+� , / ... / - 7 33. THE I"// / / � ,, _ . ,, , .,, ! !i- `\ 1VT , \ �� / AT TEL. 1 888-344- 2 / , .. t »� / ! /♦ / \ ., � i / � � /'' ENGINEER DOES NOT GUARANTEE / \ 21 e J J THEIR ACCURACY OR THAT ALL �- SUBSURFACE STRUCTURES r / fi3..t� \ \ � ,- UTILITIES AND SUBSUR A / ! r . ,,/ .. , / J ,� �• / ,, y ` \ 1 f t t + "^�*♦ � i C� � � t' , � \ � \ � \ / ARE SHOWN. LOCATIONS AND r / t // ! / r / r' ,,' f Jr / . ,.,. o .w \ w �1 1 t •� t �j , \ \ \ \ \ ,,s ELEVATIONS OF UNDERGROUND UTILITIES • ! l ! 1 / J ,- , J ,/ \ �' \ ! 1/ �, TAKEN FROM RECORD PLANS. THE /' ` f ! ! / / ,/ J ,,-'' �•' /' ,// , /r / * ♦ C�iHM K \\ \ I +�-- 1 J f ♦ \ \ \ --`- CONTRACTOR SHALL VERIFY SIZE, ,/ , .„ -- ---- I \ t 1 ► / / / \ \ ./'/ TIES r � , / ,... �\ S E SET ! / / '"'* \ \ � ,,...---•' LOCATION AND INVERTS OF UTILITIES 1 .000, ��/F r/ rr ,,� , ELEY 33.39 + / 1 r / f , t * �T ,� ,... AND STRUCTURES AS REQUIRED PRIOR w .../ / , J , •,/ �,7W'/ rf fr , 1 1 i i J / \ �•- t \ \ \ TO THE START OF CONSTRUCTION. J01iN R. /kLGEp/ r ,i y ,/ / 1 ( l J � / � �< // \ \ \ \ � A f Ile MAP 227 / r „� \ � / I / / \ ,/ i / 1 ( r t w t / f -,,. ,,, \ \ \ r lEM IS NOT DESIGNED FOR A Q ... \ & THIS SYs ! / ! ,! �.. r �' , , �' \ I J r' I t / 1 , `\ \ /' r'r 3• THE USE OF A GARBAGE GRINDER. / / / - / .' T 7 J& 6 / �' J f / i f f ,r \ / t ! / ',-COT A , \ , 1 t t may..,: \ ` \,� ,/ le c A GARBAGE GRINDER IS NOT J / J !. , , ,,/ r ,..., -____ • \ \. ` 'I i t w / , ... ` \ rr st• RECOMMENDED DUE TO RECOGNIZED N. \ ----- A ADVERSE IMPACTS TS TO THE LEACHING / .0, FACILITY. d / I I �/ �t � : 1 � 1 PC •` f/ 212—A •+ / f , J // ' /! ' J i i / GARAGE ,.'� N/F ,t f/i ! / ,'' ! ! 1 '"1► t i ° 1 EXJS` ACCESS EASEMENT T 42.0 ------ .�''"• CIS W. BURKE ' / ,d ,/ , + i i } J i + / I �`� •�\ FRAN MAP 227 - f ' 214� 8PARCEL 61-2 / tooBENCHMARK 1540 GALLON ` ~ .00 BSC GROUP SEPIK TAW � A STAKE SET J ; / /� ! ELEV 4160 1 657 Main Street,(RT. 28)Unit 6 >, W.woo ` Yarmouth Massachusetts 02673 PROPOSED ,d 508 778 8919 5 OR HOUSE / I FF,*43.0 PROJECT TITLE: N/FC __� - - ,d ,I I/ Al // DISPOSAL NATALIE K. OBRIEN TR. -_ -- J, /° / / SEWAGE rk I MAP 247 ,d ,/ ,` ` e f a PARCEL 83- r ;/ ,/ /° AkACHNG PROPOSED SYSTEM DESIGN T1 ► + o Pam.- Q� 0 212 ELLIOTT ROAD N/F RESERVE KENNETH J. TYP N F .� v BARNSTABLE JULE ROOt+ER$ ^-, i A r / \\ 3 >r 47 r f CARD S• RIEDELL \ Q MAP 2 .,,� ip C MAP 247 , � ETTS N PARCEL 84 / M ASSACH U S 8 PA2CEL 25 '\\ 0 M , LOT 6A .x o A •E OWN" Op LOCUS PLAN: N/F , a KENNETH S. a KAREN M. MOLLOY 'i LOT 6A coMAP 247 y\ TOTAL AREA 1.39t ACRES N PARCEL \ TOTAL AREA 60,381t S.F. T e,\ WETLAND AREA 1,058t S.F. STREET PINE Y / 3 � \ UPLANDAREA 59,322t S.F. PREPARED FOR: a N �•' N \ M 4 `` BOSWORTH ASSOCIATES coGEOR P. do � P.O. BOX 685 o rn 1645 FALMOUTH ROAD, UNIT C $ J PALL16 \ CENTERVILLE, MA 02632 COAL Ns ,\ _ t�ou3111� �3?'1 a ` DATE: JANUARY 8, 2003 N/F t COMP. DESIGN: K. HEALY LOCUS m MICHAELL J. Ac CHECK: D. CRISPIN OM07HY J. GICHONSKI \ A * ¢0 0 . + DRAWN: L. MacD. / K. HEALY CL � PLAN VIEW � MAP 247 d� \G FIELD: D. GAZZOLO / J. McCARTIN PARCEL 87 SCALE: 1y = 20, FEET \ N/F FILE N0. 4823401—SP.OWG z O LOUTS J. dt DWG NO. 5346-06 C£/y Q 1Q 20 40 FT. MCOLETTA METAXAS JOB NO. 4-8243.01 SHEET 1 of 2 TFR��E q 90 a 73.40 [22.373m] Bearing c/c 5 Bays 7.50' [2.286m] 7.11f` [2.167m] Launch Direction I Grid deck Grid deck panel I ; panels, tyP• I (this; end only) - Panel & Brg. - - Panel & Brg. I E - / _. Detail A I. — — — — — — - - - k I A L Fxd. Brg. I I• MR U �.VVI' �. �. Detail B I II � Exp. Brg. I I I I m V�. Bridge Q -- '' E Bridge - �. — — F I I I 4. - - - - -- - -- -- - II to IM C„ II I I I - - - - - - - -- - - - C fl I - - - - Panel & Br -- g �- - I Temporary MU Decking re fnoved to Stringers beneath Grid deck Future Grid decking steel decking show Swaybracing �,fig 1.5 0.45m c f ( � a Y 1.5 (0.45m) c/I br to backwalt � ., m t big. to backwall I Plan ( behind beari � ' z�.t� a behind bearings Male End rigs of Bridge Female End of Bridge , End Panels . End Panels 6 0.1( 52m) 10" 0.254m c I Brg. to / 9 , Backwalls constructed Raker omitted at c/I brg. to Face of backwall , F • Ends of Bri a ace of :Backwall ri d9 after bridge is in place (Mate EOB) Top of Contractor to build u (Female EOB) I P Grid deck` abutment at later date for new Grid deck Preferred elevation of - _ Build Area ' rr� I I i 1 Bay 14.76 o E o E a� [4 500m] tyP Abutments Shown are for illustration onl E o -a M ., o 6,• and may not look like abutments intended , .`� o r' for use on this project. For abutment Fixed a o_ o m N' Fixed ,_,m N details see Abutment drawing by others. Exp• Exp• a, o Brg. Brg N Brg Brg. i. � 0, "? a 3 00rrf p o v Elevation See Note ii N o' .. f overall 22.1 6.72m Overall [ ] Corner Re r —15.4 4.72m Clear Bet. Panels Detail A act ons [ ] ,-, Detail Raker Max. Min. Guardrail or safety fence, E o00 E Dead 15 1 if req d by contractor lev. on Elev. on 5 Panel `r Fxd. Brg. Exp. Brg. Live 50 35 13.8 [4.20m] Roadwidth _ v ; Total 65 50 Curb ►� Steel Decks �! in End Panel SPan San I Reactions in Kips. 1 Kip 1000 lbs. P End Panel --.-.- Live Reactions (Max. and Min.) are concurrent. Difference is due to eccentricityof loading. 9 . 4 � . 4 4 . ( 2-1/2" 2_1/2,� I Exposed area of Mabe brid a .' for calculator (63.5mm) (63.5mm) wind load) is 3.4 sq. ft. per ft( for open Grid decks. Swa brace Vertical Brace Transom USU 95-030 O USU 95-030 y Bearing Bloc Bearing Block Notes: T aical Section for _ MU _Deck i] Live Load is HS-20T -, USU 95-029 USU 95-029 ii] Abutments and Anchor Bolts by Contractor Truss Bearing o Truss Bearing A588 Grid deck a a iii] Due to the nature of modular bridging, to A588 Stringer dimensional tolerances can 'accumulate. 22.1 [6.72m] Overall g - c� Mabe Bride recommends the following: (weathering steel) ,z aril y g Grid decking s cn a) Construct backwalls After bridge is in place USU 95-027 N USU 95-028 b) Cast 3"4lvoids at anchor bolt locations. Grout Fxd. Base late in anchor bolts after bridge is in position. 15.4 4.72m Clear Bet. Panels P II Exp. Brg [ ] E i iv Raker a -B Boseptate ] No drilling, welding, or alterations of any kind to r safety fence, ) Bituminous patch _ Mabey-sup lied equipment without written permission Guardrail, o sa ty a ce, E p o T pp I of Mabe Bridge and Shore, Inc. En ineerin Dept. between A588 Stringer Y 9 9 9_ p if req d by contractor o � 9 , I 00 Equipment must be used in the manner intended, �r (weathering steel) and according Panel _ d ng to the supplied droworg(s) and calculations. 13.8 [4.20m] Roadwidth or N Stringer galvanized steel Transom 9 -- Anchor Bolts Deck stringer Grid Decks N _ or by Contractor drawing title Transom ., General Arrangement_ 18 o/a 20 o/ Showing g 15 c c� - I- / -I }-15 c/c-� 5 Ba Mabel Universal Swa brace Transom Vertical Brace J ,7 y Detail Deta t I C x� o 13 . 8 (4. 20m ) Roadwldth with Grid l stringerd- ` Q Typical Section for Grid Deck canrjectian , h Open Grid Deck, SSH Trusses (Steel Decks Temporary Brg. Brg. Overall (see note ii) '' 14.50' [4.420m] Backwall Face H S " V Live loading 4 no. 1"0 holes for 4 no. 1"S� holes for Contractor's 7/8"0 Contractor's 7/8"0 Anchor Bolts Plan_ on Plan on Anchor Bolts Fxd. Brg. Baseplote Exp. Brg. 'Baseplate Client Bayside Building, Inc. i I ( Dwg'. no. File EMB\04\1 1 1-04sub EMB\04\11--04sub.dw9 drawn by date enquiry no. Brg. Bridge Brg. HHH 4 27 04 EMB 111 04 order no. A HHH 4/27/04 Original Submission chk'd by date Izi bq OMB .... Typical View on Backwall Rev. b date details y . . sheet scale revision A 1 of 1 do not scale TEL 410 379 280 M B YD M A B E Y B R I D G E A N D -S H 0 R E I N C 6770 DORSEY RD. BALTIMORE, MD. 21075 MABEY BRIDGE do SHORE INC TEL 410-379-2800 FAX 410-37 FAX 410 379 2801 s 2so 1 IPINE STREET REVISIONS: I LOCUS INFORMATION NO. DATE DESC. I CURRENT OWNER: CARL S. RIEDELL MINIMUM LOT SIZE: 43,560 S.F. — r^ EXISTING LOT SIZE: 60,381 tS.F. TITLE REFERENCE: BOOK 13383, PAGE 10 , — N OVERLAY DISTRICT: AP, WP — = PLAN REFERENCE: BOOK 499, PAGE 81 r ASSESSORS MAP: 247 _ LOCUS D PARCEL: 256 — ^% ZONING DISTRICT: RB w SETBACKS: FRONT 20' SIDE 10' REAR 10' I FEMA FLOOD ZONE "B" & "C" AS SHOWN ON COMMUNITY PANEL LOCUS MAP ZONE DISTRICT: 250001 0008 D DATED JULY 2, 1992 I CERTIFY TO THE BEST OF MY NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE \ N/F STRUCTURE AS DETERMINED BY I CAROL DOANE STRADA INSTRUMENT SURVEY AND AS SHOWN ON MAP 247 THIS PLAN ARE CORRECT. \ PARCEL 98 46\ N/F A OFM,�0"W 198 LOUIS J. & I 505.5� 4 NICOLETTA METAXAS �A.MAP 247 r �b.seos+a a0 PARCEL 88Cd SOg•5 0p8' — \G� 01�' I _ up � I I — N/F �c� -1 I ' CARL S. RIEDELL PROFESSIONAL LAND SURVEYOR DATE I I MAP 247i� �y�c• M N/F ' PARCEL 256 G i� �j p� w MICHAEL J. & !, J LOT 6A Q�O � Z DOROTHY J. CICHONSKI MAP 247 PARCEL 87 CERTIFIED di N TOF=44.1 PLOT PLAN l / ' / BULKHEAD / N / 67.6' N/F AT / N/F °' NEW FOUNDATION GEORGE P. & 4// r ^ ANN MCLAUGHLIN LEN J. WHITE TOF=45.1' MAP 247 #212 MAP 248 Z / / PARCEL 57-4 PARCEL 86 LOT 4A & 6c ELLIOTT ROAD ' 3 iv IN 48'3 CONC. / WALL ^ KENNETHFS. & BARN STABLE I ` cli .00/ M 'n z KAREN M. MOLLOY MAP 247 MAS SAC H U S ETTS (BARNS l Atilt -CaQUIV I T) I 16.38' �` N24'04'28"E 130.00' " / N24'04'28"E I I ' \ q' N/F FEBRUAW 12, 2004 `� I I _ KENNETH J. & JULIE RODGERS MAP 247 PARCEL 84 ` m IN of 00, \ I ^ \ 9(, \ �lo I N N 1 �,� I w 31 N/F M Z iv I NATALIE K. 08RIEN TR. �` \ �qti\ I10 W i o MAP 247 �Sp• �S� I t ^ PARCEL 83 to I \ 9 rn ZI N/F l 110 , N I JOHN R. ALGER w I MAP 227 3 PARCEL 22-1 N LOT 7A & 6B ►� W I N PREPARED FOR: OA- L1 to co BAYSIDE BUILDING INC. 4+40 Z 3 BAYBERRY SQUARE CENTERVILLE, MA N/F I 02632 ` ALLEN J. WHITE I , I N/F g 1 CARL S. RIEDELL ; 0o I I \ / FRANCIS. W. BURKE MAP 248`0 1MAP � V1, PARCEL 57-3 \ \ j PARCEL227 61-291BSC $ LOT 5 & 48 i At ] 1V 1 N (557 Main Street, Route 28 N \ West Yarmouth,th, Massachusetts 5087788919 a �� � � / .� � � ` \ ' \ {C 2004 The BSC Group, Inc. \ \ SCALE: 1 = 40 Pi / �I 1� \ \ 0 5 10 20 METEs cl, CID '1� / •� / � raj ' o✓ ' 3/ ' o \ PROJ. MGR.: CRAIG FIELD A\ 4; \ FIELD: D. GAZZOLO / J. MCCARTIN % %•i l �� oo N/F CALC./DESIGN: P. HAGIST S3S,34,59-W MARGARET A. WALSH DRAWN: P. HAGIST Et ` -20 O_. _ MAP 227 CHECK: CRAIG FIELD LIo 0' - N t � PARCEL 23 FILE: 86243-AB.DWG DWG. NO: 5346-10 SHEET 1 OF 1 JOB. NO: 4-8243.02 A. a � : PINE STREET REVISIONS: LOCUS INFORMATION NO. DATE DESC. D CURRENT OWNER: CARL S. RIEDELL MINIMUM LOT SIZE: 43,560 S.F. TITLE REFERENCE: BOOK 13383, PAGE 10 EXISTING LOT SIZE: 60,381 tS.F. _ N < OVERLAY DISTRICT: AP, WP _ _ PLAN REFERENCE: BOOK 499, PAGE 81 ASSESSORS MAP: 247 LOCUS o PARCEL: 256 — v _ ^' ZONING DISTRICT. RB �v SETBACKS: FRONT 20' �<v SIDE 10' REAR 10' FEMA FLOOD ZONE "B" & "C" AS SHOWN ON COMMUNITY PANEL LOCUS MAP ZONE DISTRICT: 250001 0008 D DATED JULY 2, 1992 1 CERTIFY TO THE BEST OF MY NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE \ \ N/F STRUCTURE AS DETERMINED BY CAROL DOANE STRADA INSTRUMENT SURVEY AND AS SHOWN ON \ MAP 247 THIS PLAN ARECORRECT. \ PARCEL 98OF � 505.5�'40 W NICOLETTA ME AXAS $ FlOa.o�' MAP 247 Nc.3eo39 I I '43"W o PARCEL 88 ad G NF S. RIEDELL t O� P{ °.°CARL S I I ' MAP 247 p� •y�c� M PROFESSIONAL LAND SURVEYOR DATE ' PARCEL 256 G/ O N/F V J LOT 6A p ' .�0� to MICHAEL J. & I, G Q� • Z DOROTHY J. CICHONSKI ��p00�C) MAP 247 - 1 PARCEL 87 L� ' POJ` CERTIFIED / Ni TOF=44.1 PLOT PLAN BULKHEAD 67.6' N/F AT N/F rn GEORGE P. & // ANN MCLAUGHLIN TOF=45.1 NEW FOUNDATION A�LLEN J. WHITE � � ' ^ MAP 248 Z MAP 247 #212 PARCEL 57-4 ( PARCEL 86 LOT 4A & 66 / ELLIOTT ROAD I 48.3' w IN &IMIlle— CONC. WALL N t KENNETHFS. &to BARN STABLE -I 'n � i / M KAREN M, MOLLOY MAP 247 MASSAC H U SETTS PARCEL .85 v _. _.-_ _ (BARNSTABLE COUNTY) \ f 16.38' I N24 04'28"E 130.00' - / N24'04'28"E I i \ I I N/F FEBRUARY 12, 2004 KENNETH J. & • \ ��.n I I JULIE RODGERS MAP 247 PARCEL 84 Ilk rn \ oo.e IN NI 1101 I w � N/F IK) Z 3 ivl NATALIE K. OBRIEN TR. to MAP 247 I PARCEL 83 \ 9� I O `�`' to l co \ \FR \ I N w Z I N/F cly N 1, 11, 1p , co I JOHN R. ALGER \ I w I MAP 227 3 44,0 , I v I PARCEL 22-1 iv LOT 7A & 6B M OF � I \ 1.0 PREPARED FOR: \ I \ z BAYSIDE BUILDING INC. \ ��OS �V I 3 BAYBERRY SQUARE CENTERVILLE, MA a ALLENNJ.FWHITE I \ j \ 02632 I ' N/F g ` CARL S. RIEDELL I ! FRANCIS W. BURKE M MAP 248 \ I 1 \ MAP 227 wL! PARCEL 57-3 S d� LOT 5 & 46 I I \ \ PARCEL 61-2 " .►I►. I J�1�1►J� u % �t ►1` / o BSC CY \ West Yarmouth, �9assa�ailsc�t a / M O/ O \ � / O� © 2004 The BSC Group, Inc. /� 3 too SCALE: 1" = 40' cl Lo h 3 / , 3l o \ \ PROJ. MGR.: CRAIG FIELD ^ FIELD: D. GAZZOLO / J. McCARTIN \ S35' � / � / � �Oo PAUL N/F & CALC./DESIGN: P. HAGIST 54 Sg"W ?/ ' �1�1. 3 MARGARET A. WALSH DRAWN: P. HAGIST ELMAPLIo �� 2p _ �r ` 227 CHECK: CRAIG FIELD 00 —' T T PARCEL 23 FILE: 86243—AB.DWG Ro � 3 C4 ���� �� �` DWG. NO: 5346-10 SHEET 1 OF 1 �� JOB. NO: 4-8243.02 .............. boo, Ste F-I Io 'V v SCALE APPROVED BY DRAWN B 1 N" DATE REVISED D R A VV!NC.,Z4 I M 8 E R