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0211 SIXTH AVENUE (HYANNIS)
�a�//�irf! /-ire - - _ Town of Barnstable Building ff • � - Post.This Car So`=That:.itisVisible From the Street;;A roved,P.,lans Must be;Retamed on�Joband this Gard Must,be Kept§ ■nrtxt3cAeuE. �-' ��,' ,��,.'¢ flp��� � � PP. � � �� �� � �- ;`� ;� ����` � �` � M� Posted Until final Inspection�Has Been Made a � � � �:° s � ,� s6�a uI Fes. 9 Permit � Where ae.Certificate of�Oecupancy§tsxRequ�red,�such�Buildmg shall No`t be Occupied.unt�l�a Final Inspect�on,,has been made � „� Permit No. B-19-1915 Applicant Name: William Callahan Approvals Date Issued: 06/10/2019 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 12/10/2019 Foundation: Location: 211 SIXTH AVENUE(HYANNIS),HYANNIS Map/Lot: 245 082 Zoning District: RB Sheathing: Owner on Record: HEAPS,ROBERTJ&ELISABETH M Contractor Name §�WILLI'AM CALLAHAN Framing: 1 Contractor Ucense CS 095581. Address: 66 COLONEL DANIELS DRIVE 2 BEDFORD, NH 03110-5010 :Est Protect Cost: $4,000.00 Chimney: Description: Install Insulation Permit Fee: $85.00 Insulation: Fee Paid $85.00 Project Review Req: ' ' Date 6/10/2019 Final Plumbing/Gas " Y Rough Plumbing: Building Official . Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed by this permit is commenced within six months a606 issuance. All work authorized by this permit shall conform to the approved application andAhe,approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and strwctures shall lie in compliance with the local zoning;by laws;4nd codes. s 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. M Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the 56ild ng and,Fire�Offik Is are '.provided o�n this permit. r Service: Minimum of Five Call Inspections Required for All Construction Work z •` 1.Foundation or Footing { Rough: 2.Sheathing Inspection . , ., _ ..... 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 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 �M�ep',c_ SEA Town of Barnstable Regulatory Services • BAMSTABLE. Mass. Thomas F. Geiler,Director 1639. ArEO r�+°i Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 - Fax: 508-790-6230 February 19, 2004 Ralph Crossen 18 Woodridge Road rt _ E. Sandwich.-MA 02537 , RE: Temporary Occupancy Permit 211-Sixth"Avenue, Hyannis �. b. Crossen; The temporary 30 day Occupancy.Permit issuwi to you--on November 26 2003 has'expired _ - Please:subrrut the eleyat�oris and other necessary information so that a full Occupancy w- _ ,..Certificate mad be issued=: npprd eb into compliance with the—Massachusetts. State Buildirig`Code:ti '. _ _. ... _ Shouldyou have any further questions please fell free to call me at 5.08.-862 4033 - Sincerely, David Mattos Building Inspector ____ cc: Stephen T. r 4t 52Y � pz� �� -'tr.....` ,.sic.,_.'. ....:p:,- -1- _. ,+_ .+... •-_.-_•^.- - -t-r._ ..-.-q-.+.�+—...- ell or r i a _ " S kI t � �� 9�0� � . �. �. } Town of Barnstable °^ Regulatory Services BABNSTABLE, " Thomas F.Geiler,Director y MASS. �p .i639 ♦0 rE1639 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 November 26, 2003 L.RE: 211 Sixth Avenue, Hyannis ` 30 Day Temporary Certificate of Occupancy CONDITIONS: 1. Fire core Sheetrock in garage must be restored 2. Windows in tub area must be tempered glass 3. Door handles on all doors without handsets 4. Letter of Certification confirming 51% of the foundation is below the average grade I have read and understand these conditions Signature e Print Name Building Inspector i TOWN OF BARNSTABLE � TEMP. CERTIFICATE OF OCCUPANCY PARCEL ID 245 082 GEOBASE ID 14868 ADDRESS 211 SIXTH AVENUE PHONE W HYANNISPORT ZIP - LOT B BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 73257 DESCRIPTION 30 DAY W/ CONDITIONS LETTER (66237) PERMIT TYPE BTCOO TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: BOND � CONSTRUCTION COSTS $.00 tHE 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE . * Oy * JIMMSTABU, MA33. 163g6 CFO MA'S A BUILDINj DIV SION BY DATE ISSUED 11/26/2003 EXPIRATION DATE r �—� 7-C O O , t �7y'� F�Y� y i t„34�.�. �. [_t+'1, ....._...�...,,...._....,.__.................-. ._... )L:U R L0��1'�I1IN�t.� L a>�"..t 1 t-3 ,Y..Ott q t t fi, is )t�til.. t l t .�i i vt) `E_t1.Ls ,: ` �G xsE.,M I,}s�^t)S✓ e3' i fli ri..��� f t 'T"r T y � ti (t's�r r Y I �� Q J c A.-''- I ORS:S RA11, 14 +._'-P b .Y9N Department of I �, `.1,S- Regulatory Services 1 P Y�' " it:_\ R 1 • * BARN9TABLE, +" MASS. w BU ING D IS ON 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 OF THIS. PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND FOR ALL CONSTRUCTION WORK: WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS TINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS 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. • = • • an BUILDING INSPECTION APPROVALS/ PLU KING INSPECTION APPROVALS . E CTRICAL INSPECTION APPROVALS 1 fav TA o-7 V, Clio 101 .r,., D I Also lo lc,--z C 3_ 0.3 1 ATIN INS APPROVALS ENGINEERING DEPARTMENT 6� ✓/fit '� -a Q 2 f��{ BOARD 01 HE L�T2H /m1k OTHER: SITE PLAN REVIO APP OVAL I � WORK SHALL NOT(JROCEED U TIL PERMIT WILL BECOME NU IL AND VOID IF CON- INSPECTIONS INDICATED ON.THIS .�..�,_.. e� THE INSPECTOR HA APPROVEDTHE ST 11 -^-ARD CAN BE ARRANGED FOR BY VARIOUS STAGES F CONSTRUC MT•w ,` .^^V LEPHONE OR WRITTEN NOTIFICA- TION. NO W M CD )N. �— W n Pm �Y1 SEPTIC SYSTEM MUST BE L/ INSTALLED IN COMPLIANCE �. -? WITH ARTICLE If STATE SANITARY CODE AND TOWN. Qy�fTINETo�♦ REGUTATIONgr0 WN OF BARNSTABLE • BAB.HSTADLE, i M q �•� BUILDING , INSPECTOR �oMnya' APPLICATION FOR PERMIT TO f .�� �r7 .., „ ,,,,,r� ` � ,,,,,,,,,,,' (f TYPE OF -CONSTRUCTION :u ..0_W.... . ... �... .. :. " ...........20 ....../..77 .....1974. TO THE INSPECTOR OF BUILDINGS: " The undersigned hereby applies for 6"permit according '•to the following information�:/''1 "-- Location . . " ....>• ... ...s ..... . '.9.6.: ... . ProposedUse ..... ®`.. �......................................... ........................ ZoningDistrict ............. .~.. .........R.C........................Fire District ........................ .................................... ................ I li .rdz `�rd'� Name of Owner ..... :.li>L..... il ............Address ............-� 8�1 . . av,......... . . mod . Name of Builder ..... . - jo_ ....... a . .,..P.............Address aI Name of Architect ... ± c�............Address Number of Rooms ..............c . . Ako.t �.. /�,� e e� Exierioc-J ..`i u�'6� ... .- oofing �W �. Floors Q+ •Interior ..*... . Heating ........................................Plumbing .. r��� ..... ".. ...�✓r .. Fireplace ................ ..........................................Approximate Cost ............./7 00.0.......... ... ... �P Definitive Plan Approved by Planning Board ________________________________19________. Diagram of Lot and Building with Dimensions ��-- SUBJECT TO APPROVAL OF BOARD OF HEALTH Mix rr �p w Nib # � s /d. . i -7? e I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .... ... . Zambon, Leo U. ' � � , 1624n one story No ................. Permit for .................................... single family dwelling | , -^-------'--------`---'-----' Locati�ol / 6+;, Avenue � ^~`~'^~' ----'--------''=`==-----'' . / ...................................................... Jewo lJ° 3az��on c/wmar ......----_________.______.. ' J�mzu� Type of Construction -----_-------.. ^ . ' .................^.............................................................. Plot ............................ Lot -----.#B---.. . ' . ��M�� Permit Granted - -° " . � ' Date of Inspection ���8 Dote Como|a�a6 ..�����.'����. ^ ^����- ' J' �� " / PERMIT REFUSED .----_.------_-------.. 19 ---------------------.�----. -.�_-...-^.---------~-.------.. .---.-----------_--.--~----- \ - � ----------.-.------.--..~...-.. . - ' Approved ................................................. lA .., ' -------.--------.----.-----.. - . - -------'-----------,-.---.-- . ' ' | I TOWN OF BARNSTABLE • ' TEMP. CERTIFICATE OF OCCUPANCY:-- I PARCEL ID 245 082 GEOBASE ID 14868 ADDRESS 211 SIXTH AVENUE PHONE W HYANNISPORT ZIP i LOT B BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY I PERMIT 73267 DESCRIPTION 30 DAY W/ CONDITIONS LETTER (66237) � PERMIT TYPE BTCOO TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: BOND $.00 CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE _. O * sn�ivsrnB�, * i s I � a BUILDIN DIV SION BY DATE ISSUED 11/26/2003 EXPIRATION DATE v ®O TOWN OF IAA' ADI,Af + p ` PARCEL ID 245 082 GEODASE ID 114868 t ADDRESS 211 SIXTH AVENUE �, PHutiE W H`Y'ANNISPORT J �1,IP - LOT � B BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 66237 DESCRIPTION ADD 2ND STORY RXISTINd HOME PERMIT" TYPE BREMOD 'TITLE, RESIDENTIAL ALT/C©NV c�MTRACTORS: RALPH CROSSEN Department of Regulatory Services g Y TOTAL FEES: $737.08 BOND $.00 dG� CORSTRUCTION COSTS $221,640.00 434 RESID ADD/ALT/CONY I PRIVATE �t * BARNSTABLE, MASS. 03 1 i BUILDING DIVISION DATE ISSUED 01/06/2003 �EXP PAT ION DATE Y r a Co W� 26, . , PN :- 24238"'.;035'' o ERrLt, W INDOO a0 R PO' #PO75454 OTY" 2 pF 2 (0b60 (00000) NGDH3231 LH TILT FiLK .GLRSS FREE h4GDJ' L'E2' 2/05/03 MwN_gF 'Bi LRNSTAELk A+. f. a y =- P1ILnINC PERMIT - ,• -�, f . PARCEL. ID 245 08' � ;� .,». GE(JBASE; D 14i�66 ADDRESS 211 SIX H AVENUE PHONE W HYANNISPO.RT ZIP 4 LOT .iJ iG.. 44 '•I. �� .L£J . DBA I#' DEV`ELOPt�Et�`I` c "' DISTRICT ffY PERMIT_ �` 66237, � ` DESCRIPTION ADD 2ND STORY EXISTING .110M:E., PEPHIT TYPE BREMOD TITLE RESIDENTIAL ALT/CONY CONTRACTORS Ri�-VA CROSgN Department of ARCH It=.ES a . Regulatory Services r, TOTAL FEES. °,' �• 4737,:08 BOND $:00 � CONSTRUCTIO9.,0 8TS $221,640.00 434 '.E2L+'SID ADD7A.,T/CONV 1 PRIVATE 4*1OsiusrtsrnBIE. M"S. D MA'S BUILDING DIVISION DATE ISSUED 01/06/2003 tXPIRATION 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 OE 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: e , ® wo I s BUILDING INSPECTION APPROVALS ` PLU BING INSPECTION APPROVALS E CTRICAL INSPECTION APPROVALS Q� o CG 2 �( 2fi/�ff� 2 � � / i G . p V on A, !� 11 Az�°-Y Ix IA-1 ��/�`/off KATI INSPECTJON APPROVALS ENGINEERING DEPARTMENT R 2 1��{ BOARD 0 HE LTH M I 2MW S V OTHER: SITE PLAN REVI W APP OVAL WORK SHALL NOT ROCEED U TIL PERMIT WILL BECOME NU4L AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HA APPROVED THE STRUCTION WORK IS NOT--STARTF^MTHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC-- MONTHS OF DATE THE e' - '!ED AS. TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. Tim o.. LDIN P E R M IT , -- -- - - � 1 1 !I g • . 1 t Mkt+- r f . n� TOWN OF�BiARNSTABLE BUILDING PERMIT APPLICATION Map Parcel b Permit# Health Division ,:2-0 01— r%fcc_ Date Issued j 3 Conservation Division / ' ��, j j �- (3� Fee 0 Tax Collector Treasurer �� �� 0 Y �� TS ;'�`e:,", ;; rT nr. DEA u5u Planning Dept. °JT'� `U a Date Definitive Plan Approved by Planning Board EMVI 'O MENTAL C00E, AEI TOWN����L�,�6��4 Historic-OKH Preservation/Hyannis Project Street Address Village Owner VI Address O Telephone Permit Re l 'ZZ 7) Square feet: 1 st floor: existing �J— proposed�� 2nd floor: existing proposed J� Total new ® -= Valuation. Zoning District Flood Plain IUC Groundwater Overlay Construction Type 5� Lot Size Grandfathered:�"]Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family I Two Family ❑ Multi-Family(#units) - Age of Existing Structure �' Historic House: ❑Yes No On Old King's Highway: ❑'Yes jkarNo k . Basement Type: Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 77` 7 Basement Unfinished Area(sq ft) Number of Baths: Full: existing new _ Half: existing k9 new Number of Bedrooms: existing new• Total Room Count(not including baths): existing new First Floor Room ount Heat Type and Fuel:�d Gas ❑Oil ❑Electric ❑Other Central Air:PYes ❑ No Fireplaces: Existi New d Existing wood/coal stove: ❑Yes O(No Detached garage:❑existing ❑new size 9 Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garageXexisting ❑new size j7,,A �Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes X No if yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name Telephone Number Address License# 0 e-,:V;Z 4 g l Home Improvement Contractor# �� G k �y 2 R(/ L7 Z Worker's Compensation# S ". ALL CONSTRUCTION DEQIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY r - PERMIT NO. DATE L•SUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: o � ,� � � � FOUNDATION _ ' FRAME 6 ,o l INSULATION .6 f i✓S U FIREPLACE ` ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL-. , ^' FINAL BUILDING 111g-G r7e& o r,e, , s t • c— 6® •.r DATE CLOSED OUT ASSOCIATION PLAN NO. r • r , 'r ° RESIDENTIAL BUILDING PERNIIT-FEES, .' APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 - Building Permit Amendment $25.00 FEE VALUE WORK,SHEET NEW LIVING SPACE square feet x$96/sq.foot a ✓ ,�V6 x.0034� 1= v plus from below(if applicable) ALTERATIONSIRENOVATIONS OF EXITING SPACE square feet x$64/sq.foot= 0 d x.0031= " plus from below(if applicable) ACCESSORY STRUCTURE>12.0 sq. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >150 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.4031= STAND ALONE PERMITS open Porch 3( Z x$30.00= (number) Deck _G �x$30.00 (number) Fireplace/Chimney x$25.00= --��--- (number) /? Inground Swimming Pool .$60.00 Above Ground Swimming Pool $25.00 Relocation/Moving 5150.00 (plus above if applicable) Permit Fee �mirnct Table J=b(eoa�ed) ' Yraerip&e Paelca;ea for One and Two-Fan*Rnidmtlai Bsild' Seemed WA Few.a Fosh MAXIMUM HOUN 11'it114! Glazing, Glaring t:ciliag well Floor Beeemeat dab CO° g Area'(%) U-valor' R value' It-valua' R vaiuer WAII Ptsimens Padcaae Revalue' &"low 5"l to 6500 H De6rea DaW Q 121.11 . 0.40 38 13 19 10 6 Nasmal R 12% M52 30 19 19 10 6 Normal 9 12% 0.50 38 13 19 10, 6 85 AFUE T 15% 036. 38 13 21 WA WA 'Normal U ' 15% 0.46 38, 19 19 10' 6 Normal V 15,10 0.44 38 13 2S WA WA 95 AFUE W 15% W2 30 19 19 10 6 95 AFUE X ism. 032 38. 13 23 WA WA Normal Y. 18% 0.42 38 19 25 WA WA Normal Z is% .0.42 38 13 19 10 6 90AFUE AA 18% 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: V� d_ 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING. Zell 4. %GLAZING AREA(#3 DIVIDED BY#2): J� 5. SELECT PACKAGE(Q—AA-.see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERUM41NG ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-for=4980303a Footnotes.to Table J5.2.1 b: I. ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-class doors, Skylights- anti basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to-,the gross Walt area. expressed as.a percentage. Up to 1%of the total glazing area may be excluded from the U-value require'rrtent. For example.3 ft'of decorative glass may be excluded from a building design with 300 fl of glazing area. m After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken-from Table J1.5.3a: U-values are for whole units: center-of-glass U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized thus construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R 30 insulation may be substituted for R 8 insulation.and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the.sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between. the conditioned.space and the ventilated portion of the roof. 'Wall.R-values represent the sum of the wall cavity.insulation Plitt insulating sheathing (if used). Do not include exterior siding, structural sheathing,and interior drywall For example,an R.19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity nsulation plus .R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,.but do not apply to metal-f ame.construction. 'The floor requirements apply to floors over unconditioned spaces(such as unconditioned taawlspaces,basements, or garages).FIoors over outside air must meet the ceiling requirements. " `Tl:e entire opaque portion of any individual basement wall with an average depth less than 50%below grade must""" me=t the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned be..,ements must be intruded with the other glazing. Basement"doors must meet the door U-value requirement d-scribed in Note b. The R-value.requirements are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3;4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J53.1a " NOTES: le levels.In a)Glazing areas and U-values are maximum acceptabsulation R values are minimum acceptable levels. R-value requirements are for insulation only and do not include suuetumal components. b) Opaque doors in the building envelope must have a U-value no.greater than 035. Door U-values must be tested and documented by the manufacturer.in accordance with the NFRC test procedure or.taken from the door U-value in Table JI.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). wall component includes two or more areas with oor,basement wall slab-edge, p . c) If a ceiling,wall,fl e,or crawl space g different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component: Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). - 43 The Commonwealth of Massachusetts • M --=- > Department of Industrial Accidents exce ol/OYCsI ooffoOs - 600 Washington Street Boston,Mass. .02111 Workers'compensation Insurance Affidavit name: location: (/ citV hone# ❑ I am a homeowner perfoAning all work myself. �] I am a sole rietor and have no one workiug in ca achy /% / %%/%%%------ I am an em-layer providing workers compensation for e 1 s worldng on this 100 tom �_ a n . LLL ........ ... ::..::... :.:.::::........:::.:::::.: . .?:?:�:;::<.::;:::;??:_:;�?:•:>;»::>:<:»:;::;:;::>:�>;:::::::>::;>::<::::i»:::><::»:�>::::»: a :...........:.... z«" •> ��"`bn '�h jn SLOW ❑ 1 am a sole proprietor; general contractor,or.homeowner(circle one)and have hired the contractors listed below who have the followin workers' compensationPolices: To " t{TeS a a a �a°iza ?::.•.......:..... r•:::::..w::.w:::�.?.{v?::{::h??::::?i'•:;::•:•i::?•.�:{.}:ii�;iii:S}�:.)i'vi:i^:•:i::j�:??`??�??::n:?:}i:::i•iYv:;??:;�:v::r:::.;}�:qi- ..�:j/•:"•`:::;:y+:; ;i :S?:v:::+i�rii::':<:'Y:G}:��:>�$':�' '�:L:iii::�ir:;i tii .:>:y�4:. {:h;}i:jr;?v:;-;:;:;{?::4'?;;:;:j:ti`:.':��':�ii::':)?;is4':•{::}:?::-:�i}ij;:;:j�:?;:{:i:SC•:�i:�:ti�:}::Lf�:i:�':'^•:n:�:.�::.::::...i?:::ry:l:?:t;i:•??•:.vvv:ynYv{::?i:?:•?i:•::i?}:j?.r•:i+:;i:;??�::+::;:};:;:v:i::�?:i:.�??i:•i ..:..........::i ::::::::::: f1•??:ti?•iv fw::::::;:::::::r:::.�n�::::::.v:•::::...................._. .............:n....:,.. .{�.v::::v:::::w:::..n:::::..::....:•::.{v::.....tiv+?:{:iv'ly?�..{:::: n.. �bant�ee:ca:::;::>::a>.:>:<::::=::>:>.:�:<::.::::;;:;?:;.????:.;:{{.:;.;:;.?:.:;<•;:•?:�?:;.?:.??:-?:{.:::::.::.�:::::::::::.:..:�.:::::.::........................ abet► 2 �>::r:'���2'=:<::5:}-%?:�:::: ;`^:: :`.?:?�s::::�:'< :;s;:;5:;:;:<::::: ;::::r:: ::?-:::::�::: }�i::�$?::fi:Y;:j::::i:=i:::;::::�:::::;:>::::::r:::::i::r�:;:::;{•:;:;;.?:.?:;•;:: ea ;ram ..........:................ . . ... :addres :0 �ZLIIITS1tCeMOM 1117A j FaUnre to secure coverage as required under Se:etion 25A of MGI,152 can lead to the imposition of criminal penaltie of a fine uP to S1,500.00 and/or one years'imprisonment as wen as c"penalties in the form of a STOP WORK ORDER and a fine of simoo a day against me. I understand that e copy of this statement may be forwarded to the Office of Investigation}of the DIA for coverage verification. I do hereby certify the and penalties of that the information provided above is true and coned ify under Si tore Date �a Print name Phone# oincial use only do not write in this area to be completed by city or town official city or town: permit/Rcense# ❑Building Department ❑i icensi►g Board ❑checkif immediate response is required ❑Seleetnnen's Office ❑Health Department contact person: phone#; ❑Other (revised 9/95 PIA) Information and Instructions' 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 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 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,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 in the workers' compensation affidavit completely,by checld g the box that applies:to your situation and supplying company names, address and phone numbers along with a.certificate of insurance as all affidavits maybe 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. 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 peraiit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless'other aiiangernents have-beenmade: ---` 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. %%%%/O%%%/%%%%//////%��%%�%%�%%%�%�%�j'%/'%'' The Department's address,telephone and fax number: The Commonwealth. Of Massachusetts Department of Industrial Accidents Me of 1nvesdgadons 600 Washington Street Boston, Ma. 02111. fax#: (617) 727-7749 - phone#: (617) 7274900 eat. 406, 409 or 375 f.7 o iar o AIM T12a4-1 _ 107 4-_-? x4 >9-8 �. 4-7 X/O 47, o S � � 76Z' 3 47. E o JA/L S7' �7 - 4-7y � '`��= -3 4`7- 2 /7-. 42� 20. 0 3 -,c* - �2 g b = S,5= 91 i PPEA E3.3XLI3 _3 G- vi _ i 7n 3 ._ . 7.5 3 1 Jib4A�L W i Ss 12xe _ GAG _` - --�- �o • ` 21 1 z n PRO PST 3-3 s L l •�- .. J 4 _ _ CC RALPH CROSSEN CONSTRUCTION 18 Woodridge Rd., E. Sandwich, Mass. 02537 12-19-02 Re: 211 Sixth Ave Hyannisport Tom Perry As you suggested an instrument survey is being done with grade modifications at which time I will give it to you and as you indicated, you would issue the permit. Thank You Ralph Crossen Z f 2-4 �1' 6 1-01,,C A %s 7-4 r.✓;/1 S c-,) dam✓ ��'% i�, ':%" �C'�' 36 3 g l ' r 4 ?d �r 4 -1 7';ol/ �,_1 ACORD CERTIFICATE OF LIABILITY INSURANCE 1DATE 1/0 M/ *M 11/08/20022002 PRoouceR (,508)540=2400 FAX (508)760-1988 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Murray & MacDonala Insurance Services ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 406 Jones Road ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Falmouth, MA 02540 INSURERS AFFORDING COVERAGE INSURED Ralph Crossen INSURER A: Scottsdale Ins Co DBA The Ralph Crossen Construction Company INSURERB: 18 Woodridge Road INSURERC: East Sandwich, MA 02537 INSURERD: MASS WCRIB INSURERE: Zurich COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR DATE MM/DD/YY DATE MWDD/YY LIMITS GENERAL LIABILITY BINDER 11/08/2002 11/08/2003 EACH OCCURRENCE $ 1,000,000 COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Any one fire) $ CLAIMS MADE FX]OCCUR MED EXP(Any one person) $ 5,000 A PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PRO LOC JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT .$ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE $ OCCUR a CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ ' WORKERS COMPENSATION AND BINDER 11/08/2002 11/08/2003 X TORY LIMITS ER A EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ 100,000 E.L.DISEASE-EA EMPLOYEE $ 100,000 E.L.DISEASE-POLICY LIMIT $ S00,000 OT UVIR INDER 11/08/2002 11/08/2003 $ 267,000 1 ders Risk A II nsurance DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Kessler Outpatient Rehab Project - Hyannis, MA r - CERTIFICATE HOLDER 77ADDITIONAL INSURED;INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE r EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL The Gale Construction Company, LLC 20 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, John Czarecki BUT FAILURE TO MAIL SUC NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 300 Campus Drive OF ANY KIND UPON TH MPANY,ITS AG TS OR REP ESE TATIVES. It Florham Park, NJ 07932 AUTHORIZED REPRESE I t= ( ACORD 25-S(7/97) ©ACORD CORPORATION 1988 i Tel:781-461-1060 The Law Offices of Stephen T. David Fax: 781 461 0286 email:info@sdavidlaw.com 30 Eastbrook Road,Suite 203,Dedham,Massachusetts 02026 Stephen T. David of Counsel Robert A.George Steven M.Rines Paralegals Jacki Bates Mena Curran Sandra DiBacco October 30, 2002 Mr. Ralph Crossen 18 Wood Ridge Road ATT: RALPH CROSSEN RE: 211 SIXTH AVENUE,WEST HYANNISPORT, MASSACHUSETTS Dear Mr. Crossen: Enclosed please find a check for the Building Permit Fee for 211 Sixth Avenue, West Hyannisport, Massachusetts. Please,let me know the amount of the check for my records. Thank you for your cooperation. Please do not hesitate to give me a call if you have any questions. Very truly yours, � �/ �/oa���Lt9 !�h"enT. David, Esquire STD/smd Enclosures FAusers\sandra\211sixth.check _ �l. ;l�ze toarr�rwoz�ueal� a���,rraaac�zuaefta, Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 136972 Expiration: 9/23/2004 Type: Individual y RALPH CROSSEN j RALPH CROSSEN R 18 WOODRIDGE RD. _ ,� E.SANDWICH, MA 02537 ,administrator # - t �' ✓die i�'anNnoizuea� ..Yll2iwea�lt�k� `;1 BOARD OF BUILDING REGULATIONS',' License CONSTRUCTION SUPERVISOR "um lr CS 070029 a IjvBtrthdate 7 �� Exp' 1tt152002 Tr no f 4912 ar Restricted To `°00 RALPH CROSSEN, w 1 4 BOX 43 �J` - HYRNNISPORT, `MA 02647 Administrator i. P�0,FZMEToy� Town of Barnstable Regulatory Services BMWS ABLE, 'Mass Thomas F.Geiler,Director 9�T 16g9. `0�' g Buildin Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date 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: Estimated Cost Z (O`7 V Address of Work: k/y- r— 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 OBuilding 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: —71,17 Date Contractor ame Registration No. OR Date Owner's Name Q:forms:homeaffidav pF1HE Tq�, Town of Barnstable Regulatory Services snatvs BLE, r Mass. Thomas Thomas F. Geiler,Director �'OrE1639. Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 February 19, 2004 Ralph Crossen 18 Woodridge Road E. Sandwich,MA 02537 RE: Temporary Occupancy Permit 211 Sixth Avenue, Hyannis Dear Mr. Crossen, The temporary 30-day Occupancy Permit issued to you on November 26, 2003 has expired. Please submit the elevations and other necessary information so that a full Occupancy Certificate may be issued and the property brought into compliance with the Massachusetts State Building Code. Should you have any further questions please fell free to call me at 508-862-4033. Since ly, David Mattos Building Inspector cc: Stephen T. David I,beer. � - I I I I•t/--- '" �-r 11ryry��`'��',.j:/�r- -"---`- - I y'r J��r ��✓�J• jI k— )94LLNL= i L JE W•2900 IBnE I I I .. �y I P - i I - E.oPuliJrtf B f 0. II I - d III, I o r,E IDNA WI I -y 7.5 r✓<"so_ i-S Yt Yw. I II Nore ion. W II Pu.E er 8.7r♦YldW '3.5Jf Jt� .. •5.5YF Jf� - _ d the ,s� 3 ink Lof. � I ,i unle,<fi�m�,ma t wemmau T nd, 541l,11461,p4 EaF j c,apj,LJy ns and Elevanonx fora Wono7 nf•r M Spe V mfnrmeuon.f - I dd I - vctl6n - ��J I d WESTON n HEW IT' I T— ARC H I T E C T S walDwtl7 - - O - 1 (�G.u.5 5 ...WN. i li f 0. am A �� Rr _e — ff n Pnor III •r.+�•T! I . —NGS.V. �WL `"i lAu 0 vmw- PACK 41, t n� T �?�P � 2 -. a- - Yy"n.e .• 3Epu Jvr. dly h � E-L t,f EY 15TA Bed tor-I.V. rinrad in r � - 1 I :.I ---- —.-. `—1 cpu4Jq•-w- —,I - 1 ' I 11.'I'Ji' la 15 Il fir° L �__! i dsEv .. y(dIK dIA6G _ '�.i GA'IiA4iGjSAPLII. n . __ .. 91- e a6cal as - �I i I `.'''_•.' - 'n. f-i.. I i. .: �j3yi- y — y" — •�.�3 flit hnbN cselWl_ 22 Norfn S eel o Hingham.MA 0204 4•b Ir PnfJ I I at lent 14 - ., e%15i.% fipErllLE I,10 •781 749 I r ( ) 3 i 0 Ii/Ht0 JEIRTII - � ( ) 8587 o Fax 7B7 749�8058 y10F.AUE 3 ZfoRhLiE I; -4 BETA IPnVE _ U no. revision date cam of � r• _. ='' 51,10 PIL DP _ 1 • ,.i t oc e.rdJO._�IglLai' EIIEW bp,Lv-IYEJFRe p 10 V15i i,h5L 55pan 1E P Twe�l,u.r_c E,kst AC1 acxuLde lera- t�lto.. oPT midis dyE 5 16 - µWill ��P11rsvp°WLE Da° . d at 28 days - j-I.I ,I. IUSJ �_ eJ. .__ __ . ^__._. _� � _I is I � ,I�+ � � �'1 LJ ^.•, I B \ - E Bp16K EVEPff i i p• I I .I79Y PO 1 ttP fi II i _ _ I :esendaE 1 e 14, adem fugpac wsov TplNUEO - IT-- NJE OG. _..._ --- - -i� i(- - T , _ I _ - LIJF of Esr51 uJnLEVE¢/HIVE "..1 NJ d I I I _ I)"�uatf,P.E(E'�'AbJOElip n `L ®Winston Mewllsan ArMnaets Inc. .F4ens,itlees,flmw-.1 AA VI Y"LE y ngs Designs.ArtanpamenM erld eny ra of WIIL IBWE �__... I 1 j t I.ted aocumems era,ano re fn me nine woa9M nl Weston .. (._.u:¢mJc.sine Inp I F-� ..._ _... a.C.l - W],aPv.K VEJEEP-T WWI i I - y G' -17� ri I6�,1c,l � eucae orp W�m wtmle or�pen.wn�me e.press.� Ib.O. _._ml 5♦ b a d 5 6 ' "laali n Weel6n H"Inc. VMne M Mon ArUf _. 3in - drawn: ebeeked ' - " ''- �/�/.�`!�C^•�✓ r scale: .JsI'mll. date.: 71 F• - FO_UNDATIONBASEMENT PLAN e� o i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 0, Permit# Health Divisions /UD C �/�l ��� r 1 Date Issued V400 l l rr Conservation Division r-J 05 /�D i!(/�/Y s0621SP 471.14 Tax Collector Treasurer u.� �S�1�7�4 $EPTBC SYSMi k a§7 E INSTA LLr" "'LIANCE Planning Dept. rag CAfi'f must 061A►� O OPENING PERMITW Date Definitive Plan Approved by Planning Board �1N1 ��R1'N 611w. ENV@P "''� F =3 ? AND 1lR�1�1iIflIW T��p� c�3 5-c% .. n `�1 . :< Historic-OKH Preservation/Hyannis Project Street Addressloar-6—A 3 Village r Owner , / G Address Telephone `� '' �Ci✓ �'� l®�j Ci Permit Request V l-2A Pei �— � --- � Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Valuation Zoning District. Flood Plain ��/ � Groundwater T 6 •u dwater overlay Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure CJ Historic House: ❑Yes W-No On Old King's Highway: ❑Yes &-No .N Basement Type: l dFull ❑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 C First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil J Electric ❑Other Central Air: ❑Yes *o Fireplaces: Existing New Existing wood/coal stove: ❑Yes No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed: ❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION 7y � I Name Telephone Number , Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE 9 j DATE r FOR OFFICIAL USE ONLY PERMIT-,NO. DATE:ISSUED t MAP/PARCEL NO:-- ADDRESS VILLAGE- OWNER r T 1 DATE OF INSPECTION FOUNDATIONr c� arzf ` FRAME `' e, INSULATION ICI. ✓- �� F_ A • FIREPLACE ELECTRICAL: ROUGH FINAL r.- r� rrfi PLUMBING: r'ROUGH�� a FINAL. ' r? GAS: ROUGH, FINAL FINAL BUILDING DATE CLOSED OUT a { ` ASSOCIATION PLAN NO. all >tid"• ' i i r n�sresr.s. The Town of Barnstable KAS& �e Regulatory Services Ow�e't� :Thomas F. Geiler, Director Building Division Elbert Ulshoeffer, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230. Permit no. Date 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: .- YC C <V/^ 'l� /"�L I I�(�' Estimated Cost �G m � Address of Work: Owner's Name: e. Date of Application: r I hereby certify that: Registration is not required for the following reason(s): ork excluded b l�►✓u �`' law �y 7�1��` 13fob Under$1,000 Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: 5� 7671 / Date Contractor Name Registration No. OR Date Owner's Name q:forms Affidav r _ Tlie Commanweakh of Massacfsusc= Department Of Indusvial Acridenrs oil WeallaOeS&OMloas 600 Washington Street Boston,Mas& 02111 Woritera' Comueaaation Ins =Cr- davit rmm � cit — " y► ohoae d ❑ I am a Perfnrrmin all wojk M3T3CX j I a=a sole amarianr and have na one zvadane is=7 I am as®lavergsQvidiag ivadaers' ®msarioafarmyYemgic9ers wariaag oathis job. ❑ ,,,v.}: :.:...x .... x.•.+!M07ccaaee!.w�"!•-. ...+"�xe.4e?S`"R^a^�`:t,xv...�ir:o. x{.:•}:... ..........;.,, ...... ...... ..rAvw::.v...:•..:........:...}pnn-;}>;}.,...aCOY•..... .......... ... .nw.w� .::•...........:•....::::,:.,.,.:•:::.:•.�:•:::::::::::•:}:r.}::'K:.:,�.,..,w.•.:..;,.:axt•,,,:•:.� . . ..�.?� �yo au3sr,.: .r... �.- .;......,..... ... .2. .:}:::::;:.;;.::.v.v<Kfihv r•{.}:nr.:;{.}:.n;•::.:.......:fir:'•::}A.}:::{{ ... .•� OOM ... ... ,.i.74:.:.?2;,::,K.K•+x•', }.�ta>A�td .. :�•. >•w,;t�iic;�r.;•qi! m•.Y:.};rrti.::t:»Hn..�.:sir•;:: a'�;<: >: ......... .... ..f...::•; .;... : 2„?ram.:•;,'tC•t -` •:.v• .,•n�p• ti..;:4.2,✓,.v.:�,.... - ,a,.r.,,.:w�or.,�:t•:v:,'c�}r•}:•:L.'.�C .r .>}.,,•. ,,,..... ... ..-, ...+r.. ...., :•})•::;a:•.,{+,cart;:;{:.,:,w. - ..;.,, ..:::......2;`..•:::......:.:....r...r....... .......... .................. .......:.•armor•..... ...;.. ... ..vw}�!iy:+${:{ey'ii{:i;:?:2:$:.ijjwti;% - ...•..V7:>.}.:::::::.:}....,v:.A.;:..:...........::,•• .:::..Y:::•rr. 4:OOSv.�ivh .• hf�1:,Lw$}-,.; .+jrit{-;;::.r,r:•}:?iY:.... ; ::. .}:.v.X.::.::..»Y.t?•.:....:{.av:}:;.,.r..-;•:.:i:rY:•.v:::;n,•i:i'Yi:`•8.. iV: ....... •1wi'ri?n•'•i:•':<v,v::{a-T.}6 }tt,{;{.;}n•v..•.{..,�.}.�R: 'C w.�n-.i >t7}JpiivAi<r..{ „r.:.:.:•Y.vv.. v:.., :. :>x:::;r;}a i tarx .;...:.,n..• ,::?•...v7Nv:•.v.{.•............v ....4... ...w. .:: :•. ......,. - •MnKiM1Q:;.}.:••. , - .."... .,..y.: ... ::::.;{.., •.:{•: ....a:•:4x•� r}.: to•�. ,t. �.... �:K°��6?�21 �1QQCl�'."„'"""'.•: .:. 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I do harby ratify under 4c piss and of Ferry d1a tlu ioformatiaa Pron�dad aoavr u rru� corrr� Daft S�ast� Ph�a# 2 Z—P7� Psiat name omcw use only do not n. is this arcs to be c omgieted b7 city or town oIDtid cease Buaiin;DePgr I1ceaqmi 13e� city or town: ❑ t7L ❑ ecr f Q cb=kif 1=mmiLut rapome is required ❑Hmlth De other aemort: phone I!: Information and. iwrrucrions _ �11:ssa cus s G=.-:mil Laws chz= 152 scctiaa 25 rpuires all ®iove s to provide woriters' camn.�:s= :..: =ioy�s. As auated frota the 'law; an gmplvvee is d-ibzed as every p=on is tL-sCnZcr of anon .-zmd-: .: of nice, --m=s or impiied, oral or writtta. An el1SD10Ver is dry'd 8s an in�� Par=-zship,,association_ caraoration or othW IC--ai canty, or any TWO c: tt--for-oi= aam=cd in a jaint •:.a.- cerise,and including tfit Iegal repzer��rs of a -- Ed employ . or........, nzutr-e of as individual,Pa=zrz*, associminn or oth=1=2.I e ®i0vM3®iot=. HOWL-=th--c7m c: au calm hmusc having nttt mare thaw th=aparan=dad who r=sie=th.- orth.-acctmaat ofthe dRn:ii r ancrh.w i0 =1cys p==s to do Or ZZgaa VCMk on such dwcMag house or on t�z btuicimg appurz th..--moo snot because of s�r.� ba d....--a to be as®leyer. , MGL cliq= 152 secd=25 also smates that every state or.Iocalliicrasiag agenq shall withhold the issuance ar r: of a license or permit to operate a business or to constract ba$diags in the commonwealth for any applicant wr. ..not produced acceptable evidence of compliance with the n,, •,�� day '. required. Add�oaaIIy. Bar artts polidcal sabaiviacas shall ewer=any cc==forth-p-rro�aa�of pacIi-Rvm s` ac.,.••-prable.. �- width' �:. afthis chaatGrhave b=P==cd to tlr.-c` %%%///% / -kPpli=nts HII in the w�' MIMP a$tdayst may,by cube boat agplitr m your sitcati� names,adders dad pberae�abe:s along whiz a e af=�, may be _.....,...=ce as all affidavits z to tba DcParaa�of al Aecidc=fur = .,M mv=xSL Also be sore to sign an; •the siIIdavit 77M 2ffdzV&AoWd be r==edto tba city artc�vatb�tb,�app �{� ,-per arIicerse is .g r,.qustrd,not the D " %quIrI yoahave any q=ew= tbz `law"arif- =ail to obtaiaa wor3aas' • pa cy,please ral the attba:b=E=:d below ry or Towns x be snr tbattb.-amdavitis cep Ad}�a��d pr�dl iy. Zhe Dom. . has proyic a spate attL-bc= of f l3r you o�=�War Cy Wes% ..fr=� • • �to MY"Tct •' ' M - _ - ZL"*�IQ�g tbra>1I112��• --___aamberwhiritwsZlba asedas der. 1h:aamavits may be.-r^--•---jc D.-p =by mad or yAX rmlrss otba Lw, have bra;Tar;r. 0ffi= of IBt ads would ItO=Zo th" you is advance for you caoperaaaa and should you have Say ai:.-yes. se do nor Izzr to give us a call rpar�: 's-�►;-ems,m?.-phaae and faxBmzaDer: The Commonwealth Of Massachusem Department of Industrial Accidents CMCa of Mnswations 600 Washington Streit Boston,Ma. 02111 fax*: (617) 727-', Y49 ESTIMA TED PROJECT COST WORKSHEET LIVING SPACE Value (high end construction) square feet X$115/sq. foot= (above average construction) square feet X$96/sq. foot= (average construction) square feet X$57/sq. foot= GARAGE (UNFINISHED) square feet X.$25/sq. foot= PORCH square feet X$20/sq. foot= DECK square feet X$15/sq. foot= 2 OTHER square feet X$??/sq. foot= Total Estimated Project Value 1 201 1 ' X 1 , 20 ' 10 # 21 MA 245 - 2 81 � _ �� � MA 45 216 �3, o. # 216 ' 1 � 1 j" ♦` 1 fAdgnioonservafion.dgn May.04,2001 14:34:42 BOARD OF BUILDING REGULATIONS a!Llcense- CONSTRUCTION SUPERVISOR Number.,C$ 070029 4. } � �Birthddte;;1 f15/,1947 M. M:11N5J200 Tr.no: 4912 Restricted a RALPH CROSSEN t.; BOX 43 � HYAN to NISPO RT MA 02ti47 Administrator i y X 1 e� 3 IF .w. David Reside nce r e croft®. ARNST e � Ire > 1 a I 4 v L _l ������ � Lam-_J - L � �� I 1 a2a a oErY-eeati I I, .�- ��� pnsr:a _ r d 60e IF 61AIF L Wu If .2aoo .. - i.. I 1 t w/E�IowaLA EIHr,4 Ano.•dp eJaaEp` 11 be ion. ALIgJ r"da 1O.A All I I Plbe or a. r 4 WAW s 3-9yf dt �•D 5'>rF J(. I I i I I U menxlon.nolea urn typically IWecn to fa�.e of swd unien anted nthc ji 5us.44 a'p-* jr mformnlaon ucaon I -r pw P•r{1�1/2�p ) / i �b 1 _ 'KrESTON n HEWITSON �. dE.TEI� aalS� kWWWpoWn r --i -- i• A R C H I T E C T S { �/ @AEK dAll I p I 1 a _,_ .. ........ - L1UNn¢Y' i ¢.¢`ATlI'�J -WH. CIO❑ I prior - _._ .1'IL -4� ^v - - tnµ.3•Yd mL w yJ — gi, nPa I. --'--/ \�./ Yt ,,Ep„ 9a d 11 - I I' l„ f—... - del. a '�i.a r f.ot u JlEp nl e .� - _n! .. .-_.-..- © doJyeTA row„Jy-. nao�n-iHlo I, .4;eE Exlprlrk seaFrW•PV I - r I '�. 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(r � �w.�f b tr:r ri''y 1fSY�C �tYI•S ` a �,?,,4d3 r -h� �r s�.� } s' +e °i i�f: a"' �� '. hY,w..„yo �,.!!• S.,'� .,..'.,,� :fi tA+ n �*3" �M1'ri ay7t '��y+�i k:U 4 ,�-�f�` !+fll '+'� xa I + I t � .... David Residence uli'nuu 211 Sixth Ave. �. ------- q,10 '8 _ tau, a Hyann isport Massachusetts NAM ''t.d.n�ie aeAr I i s ,"�K,r`t�r•;ax . I I I �I�I I I i II I j t I• Ll - _1.Tip.FtiAfiEfYXik. _ 9rl® 8410' ..:.1( JY - - WESTON o HE�4'ITSON j h7i A R C FI I T E C T S A �I LSO iI 1 I I I ..... _ . °° I C) I I ' 1222 North$f[eel a Hingham,M11A 0200.3 (761)749.8567 o Fee(781)749-8058 rLlli I ?0ly(�SVDfloOR Es131G• _ ° --. _ - ;__.� f01°0.efI no. revision date Ij q t .910 P( IL70 I I.o.aur.rl.PNte•Erinu. : �I ItAwlutu—. i \I Wilk id U - - 1 -` I• �:1- of ru:: 1. ' 3 Wt, hEv1loiJ O Weston Rehllson ArWlecla Irc. }} ?,4''-I'u 0 , These wars mIdeas Dmsirgs,Da ina sharipemems am my misted docienls sea,and Tema,the sob property W Weston Hewitson Architects Inc and are not to be tread.re used,repro I' . - d.se arpualiahea in whale oe nod,wime d pta eapreae . 1 wnden pertmaNMWWeabn Me ArtTaecb lrc �it ' lob no.:$1101 1t - - - drawn: checked - scale:�a".I'0'' date: 10.ry.a1•. I�f - WALL SECTIONS — I A3. 1 t I it i m!Ii NOTE: - ilb...fumi Fwnuwe Inyuut Plans arc far referonw to_ IIII I I I - _ F.Ievolnrouaantl tP..1cco'rcal,y elou 'P Plnnsf ,d j,onal ---ililI�. infonna0nn - -_. — tl IIII Di,nen —d ate tyPicauy tamed to face of,tad unlit.,no cd oth, i _- - i•I / _ I t _ _ �.y Refer to III .S ec,rroations end Elevation,for additimal,nfannatinn I i -1, WESTON o HEWITSON ARCHITECTS - � - I Ik - is I I - E.6ATd- >yAEK dAl1.�... - k ❑❑ ! -, .. x]s 5 I.I - 1 j "B:itt9RtAtl on koaM t" _ /^ -•A I -' STAIR HAl6 I I fAKAMr, Fzld, I I I ♦44 ` _--1 -.. _ I _ _ 222 North—1 Knpham.MA 02043 A NfOKt2 J i � (laf))49-BSB]o Fax(]B 1)14d.805a revision date 4 L N'e„on Hewltaon A-1tecbnt.I 1.-._. Ttwae Wam teeas.pre erierna�me sole P��a w airy rest ddecamema ere. Mewlleon AreNletta inc eM ere nra to - tlutatl or WNliahotl m whole or in oen.wMho Bt r , . � C"- _..—..— - _- � wrinan eerm168bn d WealOn Newtl6on AreNteck Inc. ink,no.:1?lo - _ drawn: checked: . scale:. YV I''-.�" date FOTJNnAT1nn(mAcnA4,,,,,..• . -- ' Ff 7Np..0 ePKa P)/. e. fl-5 PAVE calll)Eu(iol) I - - Anderson StivctsAtal Engineering,In Ia s I•pn Marshfield.764 Plain 02050 01, 781 837-6949 Fax 781)834-6 53 Wacaw'riro°aQe`una' L :9t10P,tNE[SeIs;D.6.eaorA -... -�..... The structural ings(framing)are being reviewed byfAnderson Structural - �� _.._ —-- ._—..— Engineering,Inc. Any revisions or changes to the structural drawings after A 1 M1 1 their review,or required after the house Is opened up,will be directly forwarded to the Building Commissioner. _ I I I, ,IA*17F a1tf lNcs. I WESTON ❑HEWITSON I I f N Do.�sc4•u•Invt H 41 R o kd 1 j I I °�'F' A R C H I T E C T S I �. 4 � I 9If�� I � -E n.a IM��, P €r❑1i 11 I { � i 9•hAa i j I rI A o,to Iva eE el Nu ru DZK I I' I auym - ' MA tit ecrzDDAA � ! I— � 1 i r,AINEf Aa F[qD IN Kwl Ir 1 I I I .I I I I I evRoo i I i '� v I _ I I W - 222 No1lh stme1 a Hingham MA 02043 ' � e� (781)74"587=F—(761)7a§-8n58 ! " n ____— I I' I I I I i I I no.' 'revision date 11s 0'm ne I KAFW$11NCF ZmE I { I I.• i I I. I I I I I —1rb�xaH j - - -- - -- }I r at q,C�,�N4 11a,V fa j' Av.L7t kAGtl i4M�� � _ � III �I � I � _ _ • _ - - AFTr.F6 CI IL 0 bHlayio llMW D1xcFWlsa�AIW VMDA ) . M1 8 K .......... :..:. _. --.'_......_ f1t10,Rhin 0 Weslon Hew1—Amhff.-lac. '�d-II"0•G These Wens Iddes'Dino pca Ueelane Arrar,pameMs er . - - reined dmams ere,and:amain Ina sob p'op W y and and an - Hea—An ldl Ia I——era naf fo ba uaad,re•uaod.repro - - dacad or Wbilahad.in whole or in pad..11h.,lire aspreea. . - .. Mrinen permission of Waslon Na fton Ar aN Ina. job no.:)ID1 drawn: checked - .. scale ROOF FRAMING PLAN 51 .3 I . .. " Nor P'tM 1 11 L 14 D l In�i fo' ora Anderson Structl.Engineering,Inc< _ _. ..._. _.....__ —s_.._-... FN OEGK' 9 NK OM ij '�1.1�4v1,(.6yt� •. - . .<. _ - ar 020 / �.. OQLK ..... _ 7 Plain Street Marshfield, 50 I t i (781)837-6949 Fax(781)834-6253 r 14 9:oM1NOA. uaPkoz - .. The structural drawings(framing)are. - _ -- - _ .—�_ � __ M1 Ao-_-_ I�— _�•�tLO EtK1 G.HEA91'6 ryP. -- _ being reviewed by Anderson Structural-—— --- --- -- --- -- a - — — -— roz - - - En ineering,Inc. Any revisions or 4L 1 I 1 }"'I g III II — i' ra.wt Pl l}n - •4r8 Patf — �, —k— )_ g g ' —II - r changes to the structural drawings after b li — I ,N I- bolo qaN — Nor their review,or required after the house is opened up,will be directly forwarded to the Building Commissioner-- 11 tl N' Mf VA WESTON o HEWITSON A R C H I T E C T S I I 0 r, I•o' - J I \\ I 441r5f B poM IYI. rlo \� 4•laffr9�4lr1 P.P• �a•'{vlfb"f AL I a'� I P• .. 15-H-- S1 .2ONIT — _ " 2(76179-8587.Fax9(781)74�6_no. revision. date l8 IN P6reK eoeiA4"bnNur tp life 9��fp 7 O ®W.—Hewsson A"IIecta Ixrenew Plans Ideas Drengs,Designs.arren0—ras and any I%!r 9"t Y11 i.A acwnentaeandremainthemwam m weuanHewlgon ArCNtealsInd-end are nra b be rood.re�uae i repd s:of published in w Ia or m pan without the epress, oon per a"Im of Weeten HewlWn And -.lne. /aflob'no.drawn: checked:y ^ scale: '4tl_tl_IN date: io.1.03n•A ._SECOND FLOORFRAMING PLAN • I For 97 Ow — J _ a-v'rg r v � ,C Anderson Structure)Engineering,Inc. r --- ------- 764 P Street rIP. .14+_ _.- -- -- -- - Marshfield, MA 02050 - (781.)837-6949 Fax(781)834-6253 The structural drawings(framing)are being reviewed by Anderson Structural II - � � I•- �+rt rf l tAl I Engineering,Inc. Any revisions or IM1 t Pr . - - MwAu;Av�re' - — — I Par wl kM NroPk r-�rolnr change to the structural drawings after t _ -.. _ PvrAu ucr their review,or required after the house V V om to 1x8� - I Bf• , a 10 v __...._ - r L-- — -- - - _. .. _ opened up,will be directly forwarded to s lip PY. 4.1 IO I _._ G.L P09 9•I ' k rYl, ._.. P f aX no-gN1�`YL V mr4pw ; i.D D P•VR' - ----j 0.7rro �� F'x W, ' - the Building Commissioner. - - - - I - ww.•r-r a plNr i$�' . '- —— -5rgi. I o _ `' iI S 1 w9c ror DU' n Nti�A 111`l kt1I Q ti I . IF .'' t N'— — � ------ e 1.7r4 I. WEST ON o HEWITSON O I i �- ARCHITECTS • .e.9kt�tn P.P. �d ._ I - s t41 I h .'.,f1141v 1N+�• HNLV aAY N'INWW - tt Am nay� '7ei i4aa to vea.Ivwro-: I o .LAUNRR(.' 1 E.PrA1d �_ VAGN dAII. .. S43x3vta wl rr�P7l� - `�.,.\ Wor.1 YNLhYPx nere�x/+"ne;t re� l P II'l I fPorma s-a°4.e s n'oaer �I _ r �_ _17C1AlI:7R-Da \ _ (POI pf lrN.lE9ebwroirt8.ro) . I ) 4rL Pi51T bxIMIG.,LEAN fV _ -EVim IION I W 1 .Etre4E EC WIh P4ARINli - _ _ _.. �: -f• /I rhei1110N POR fYAleh110N i _ - o_ I r Id ---r— c 1 HALL -- M1. ,y e;r,iaul PAv 1 .SfAIF GAMH � `HA)ltxER TO ae - I� �. M1yIB KILEV4Nk ON 2r It I - ¢ilNmti`�w.r f(wNc.le " c' +iL wsr .Vi.nTtRaitttxr etw j ; > axrPaen � r � a -, ' - I - ' (_4r14 erierlt4.v �• 9•M1.IC Rf• ,. g - - GPNixi'v 6 IrlYEr4Pf) I . & - — _ - _ E22 NWIn 51re t o Hingham•MA 0?043 _s 1 I (781)749-8587 D Fax(781)749-9058 IBC —R_A' _ - hinK AV If no. revision. date •. y r IN, o11 -Gr4rpf �C tW "R J LN - I _' 8 Y. .. __ _ -�(t DlxDlq 9J -- - 5rL wc Y F951 oovE lBb'MW.bNq� .. -. rnxuttrer.trltarH - r IipR.ry "F7P VP , I ('P 7AV M PW 0:44 x .PI (PiL.unnrtreR) rrf..LBV Imj N r5.1:1.IBIrAHi N7 00A- I ,?�", cr.M1 ero ILO rx - Ywwf Amy I / '•._ y edrmtErtK — - �.- PSAN - i Pf.B 1N 10 eE ®Wearon Hawltaon AmtetePta 1— TheseMIMIC. Plans bass Drewmps,neaigne,Ana is ene _._ _ _. I i bxlgi�[eN7IPIpNy_- 91or is'I'Akrr relema aoeurr,ems ere erq ren,eln me solo m'n any ail" P dNehw a weemn 1' --�" I ai`LONhfRLrilOq Havntaon ArCMI Inc aw are bee A"INa Pahe"Sien W Waelon HewNeen r .Inc. 89, awWfl m ao, "p1 wee.re-wee ap- -Ir . oubliaeea,i w a or in pan, ftha nra expra drawn: checked .. scale i Y,r I,-olI' date FIRST FLOOR FRAMING PLAN David Residence 211 Sixth Ave. Hyannisport, Massachusetts 41DERSON ENGI4FERING Fax.781-834-6253 Oct 9 2002 9:35 P.01 G•ENERAL NOTE 1. LIVE LOADS 1. Roof 30 ps.f. 2. Sleeping Rooms 30 p,s.f. 3. Areas other than sleeping rooms 40 p,s,f• 4. Decks,Bakonies,etc. 60 p.µ.i: IL T11s9J311:R NOTES 1. Stress-grade lumber shall be in accordance with"National Design Specifications for Stress-Code Lumber and its Fastenings"by the National Forest Products Association (latest revision). 2. FreininS luanber shall be SPF 0-1.42 Fb=975 psi,E= 1,400,000 psi not including adjustments or approved equal or better. 3. Provide minimum double 2x built-up post under ends of all beams and headers t:niess I otherwise noted. s 4. All triple 2x built-up posts shall be fastened each side.with 24d,common nails.@ 16" o.c.staggered.All double 2x built-up pasts shall be facte,red each side with i Od i 1 coninton nails 16'o.c.staggered. ! 5, ,All post loads are to be followed down to solid foundation.General contractor verify in field foundation or provide new. i 6. Provide solid blocking in Boor framing-under ail posts unless otherwise noted. 11 work t comply with state building code requirements. 1 7, A o o co tap Y p -- S• Any timbers and beams exposed to weather shall be pressure treated, _- 9. 4x4 and 4x6 posts shalt be Douglas Fir Q,Southern Pine02,or better. 10.Provide suitable joist han ers for all flush fram-d joists and beams(U.N.O.). _ jf UL PRE-ENGINEERED LUMBER � I _ II� Anderson Structural Engineering,Inc. I Two or three Laminstod Veneer Lumber(LVL)beam,top loaded only,shall be i lued E ` I _ � �'� t;f �_- t� � � � �, I 764 Plain Street 8�nailed with minimum two rows of 16d nails at 12 inches oh center.Three LIV•I.,beam C l " Marshfield,MA 02050 of fastened from both,sides unless-noted otherwise• s - 2 v {2 Ile 0• _ f, _ >. e shall be st Side loaded LVL beams shall be fastened with minimum two rows of 1/2"dia,thru � : fe mkfA 1y11:10 (7$1) 837-6949 Fax(7$1) 834-6253 bolts at 16 inches on center staggered.Refer to LVL manufacturer for additional information. 2, Provide heavy duty connectors for any LVL's that are flush framed.Submit proposed connections for approval,unless noted otherwise(U.N.Q). I "' 3, The structural drawings(framing) are Provide 3"'min.bearing under LVL's,unless flush framed,(U.N.U.). „ I '-' ,I beingreviewed by Anderson Structural 4. Laminated Veneer Lumber(LVL)shall have a iniziamuin:Bending stress(Fks)-..BOO �,/4 psi, bfodulus off Elfisticiri O=2,200,000 psi;Horizontal shear(Fv) Engineering,Inc. Any revisions or ! i Compression perpendicular to grain(,Fc)=750 psi,Any adjustment factors shall be ! ( I I changes to the.structural drawings after approved b structural engineer. fir, 4 /6'rr. mk 4N � file OK 9� PP �' � � Dirt nrx�✓ � �.q n I�ylll' their review, or required after the house is Y I P , : tOIFI framer NTP� k =w l f,. .. rkiAlxcc q 5. Pre-engineered lumber shall be protected from moisture during construction. I �M Nu I'o ? � p I tD �y, �.� to + � � �•-' ''~ 6, 1'xa6ide nectsaary bracing during ereotion to keep members plumb and secure. _�_____ �^ fi�of I' `� z10 ti x •..a. opened up,will be directly forwarded to dJ :... -- - - _ - _ �._ _.. --- -- r t - _ _. �_ :_ - �-- ----- ---- - ��, the Building Commissioner. Refer to nsaxtufacturer s specifications and notes tut additac�rlal information. �B_YYkI �x z, _ _ _ STRUCTURAL STEEL NOTES VAV 0011416 �_ i?t'3 4x]o r yayr Ui' , IV• S'I ai-4110 .: - � .... f the ya' I ,r �iNPhoii f,V, �� �,,.._ bow) >,..., .�baNt�hotak fo Y iF �•,., n 1, All stnicrural steel shall be detailed in accordance with the latest Ml anual o r4,q/g VI, iwlefyrT�1+P fl � D ! (ox� r \ h_ i f AIAINt�9I �t7r A,1,S,C.and American Welding Society and shall be ASTlv1-A36. ON 2x pc.� MAP Ito yr j �s >L . � YayT �>�h ltaktloN Or Ml yllL kpmp, 2. Shop connections shall be welded or bolted. WES- o - TON o HEWITSON 3• All field conjoectiocis shall be 3/4"high strength bolts. i � .� I X ,� ; r � ..__-�- ,�� .; ARCHITECT S 4. Paint structural steel,ono shop coat,However anchor bolts and steel enclosed in - concrete shall not be painted. , Contractor shalt provide all bracrz�gs and guys for ,tructural steel during construction 3.111 tY1, PIP. ! • , c _ C�1L lt` x to ittsur.stabilityof building and luiribress af...olc.mrts. B p a„ N u• a elc �1 .1,ht)>y�r°"< 0:Pk1it , I %Ui6t?�AY►vINr'oW �xt�ilfr.:�.A9• I .: DN i7r��o► I xU s r Stun rrhtt. N .►' C _ x3xA• iY 2 . l (� a P h ' _....__. N V. EXISTING 16'Cl`IL,DOt'G NOTES '' � lyre/ hr n n1' �4 /�- „. �► / ! ��ftNlt '•4 x n n tr _ ` t e and repo, any r _..__._ . ...._.:... o 1. The Contractor shall verify all existing conditions at the site p � I �a ! t W.of Ffl�,I$ i�etow tal' F��) discrepancy to the Engineer before proceeding with the work. 7�1�li - -!?. P - { �)<f0 A Pi9K) ,ii a%XPo�E tXlrifGt EARItiGt 21. .ist framing and supports shall be exposed for structural evaluation riot Existing f a 1(� f l '� g � p>?o P P I ! El�hly ilo '' I'A�1lTltr►d ��Iz �Vi1LUAtiDti r ¢ to construction.Design modifications may occur. 4 f (p x4�Ohi � Ji_J it FOUMATIION NOTES ~ 1. F alxall be cmacd to dlgvadow shows cast drawings sad dxper if r � i t, .}t.6 r,01I ON i�0 90 .MAtuA �, � �iT�f i� FIA i�l. - ooatm,8"s ti. rci2 y to obtain.a safe bearing of 13 toms per square East ( I I� q; � i rl A N K to � � 4>L Po3T 2. Ali a�icsavations and fosiu><d W(w aonstma i+ou is to be is the dry and no cancireste ! I rye r zM l N e1 APtt a '{ to I'14EDLzf%fz ON 2x to p� �xlhtCNGi kf�AMINGr I c: sI1A be phmd in vlratelL T. Ile f rot l�l iCtNi LKLc ! tixPOh>rt� I _. 3. No ffisaybmg Aht1111 be placed on framer soil. , 1 i'o4TUP IL •4xi2 !fix I`l i;xl�rra 4- YAMM rtisnior essmty.to raise the grade belawfoa&,fill shall beplarod m _ _...__ ._ •--- w -- --.. 1_� ,� (Cott�kcloR ��I�liz v�tz.IF� , ' ]ayes to 95%of ASTht D1557,Method D,Prodw Teak 5. Provide for water elec de and odmw serviceas as.raguk ed. i _ -_ . _-- _ � �x 10 f f' �� � .. __ �....--___-- 6. Pave con�ete iin•loyd COUtSC3•mil hdgU With jo&b vertical a4 ! y -� :_.. __ I -- -_- U ( ) 49 8 7 o Fax(781)749-8058CA 222 North Street i � 781 7 58 IIc3E8[y. N r x x o Mom, : 1 9-A t. __ r �tQf huh t I' '7..Wiry mesh is slabs ongnxmd strati be lopped 81 am gads and edges. I � _� I - I' N no. revision date 11''. Pi4'Vlde a well comnpsctod,Gleea�conmo sand and$!S'Y+CI under I cis r I ' �? Jr U all slabs after top soil has been removed. fie , 9. Do seat `bjdM • • waII=a commft bas cmred at least 14 L fielly: again'ik 8 I z ON t d - days ar wall is snffiehendy tempctadly braced ! 1 4 4 x l0 J x tIAT pr 0t1tt: oar 10. Do not fully bared foundation wall uutff wall is saficimttly Y ! b0 ON C.yl,� h DYE($�".M IN,IANLt braced or floor t3 inc�ladh*subtloeris ccm;9k* ty imeAged, 4ox t' i Is 10 I L d. 41& l'Oat - 11. Provideminimm-wo#5 continuous reinfo ' bars in andbottom of r .. .__._.- .. --_ ___. . _..._.. ..__ . _. . ._ �s eq, � I ! ;-4xi� atbrz.(�.V� _--___. ___ __ fouoddadcu wall.fow hour).Provide coaxer bars and at mtasseedm. i _ �� , z� � - -� ;; - - - _ - CONCRETE NQTBS 1. All ioncrete work and]�bar demos shati confoamn to*elated A.C.L _.._., I x!D E1111Ep.�InE t'OGtJ AtnlYt� {/1 9t1� 4f bVl PRAM i'O�j(UI� TP mil up root Code and Meaua L r • days. 2. All conc�e shall have a minimum compressive of3000 psi at 28 -_ ..__ ,--- coverfor rehafoa'cem�b unless.oflhalwiw for To M crC tixl N r ` . •3. Miaumimmp=otesyhve provided � n � q 4tNiOf IU!nlNo _ TUVW • . a. Ccncs+e�epiacedagahastearth,3" !i , � � _ __..: .: _ .x_ o . -- __.._ _. I%IKh1 �•c+tn 9�x�;1'� flr!?Gri%K art w fAo oV1 f7�fRA1AfNtc 54 _ ....... . b. Formed camcM*exposed fo earth,weather or water,2 v. 4• R •.. steel shall conform to ASTM A615-OR6O. _. 5. �raiafeamb*bars sbaU be lopped.30 digs atsplices and at f OUT � ���'GlMtl6�Ve►c ! ©Weston Hewitson Architects Inc. _ cenneis unla4s othGcv+rise shown.Terminals comtianous bass at nQa-+wntimuous 1 >�AM �M l rive ram" ,_..-\-_ :.-_ � _ r1,3 2�to 0 _ _ ends with standard hooks.lap c+on0auous top bars at suppoafs as re q�red. i 41�;, I 0I O„ These flans,Ideas Drawings Designs,Arrangements and any • • - � n �� _ NO'(�: COn�fK�G1o�.70 R'KOYIt?� �liGtlN�� w ( related documents are,and remain the sole property of Weston 6. All footing keys are to be 2 x 4 (nominal)unless othawhse shown a , i� 1 I I1 P o�l�-�f6T1Orl�i �tp�C 'Fa �iT�K-l� Hewitson Architects Inc and are not to be used,re-used,repro- 7. All sleeves atnd]as u shall be ft nished by t radous trades in full ---_-_._ ----... _ -_:._ ..� _. ._?___ ._.-... .___ _.-- -_-_.__ __. 0.._....._ _.__._- - _ duced or published,in whole or in part,without the express, ^_�... written permission of Weston Hewitson Architects Inc. Cooperation vlai&the Cone adder. _. 8. ShwtwW drawings are to be used ih emjuaaction vft&e septic design and these drawin shall be reforW to for sin and location of . job no. ?lo'( drawni$s gs openings,vents,pipes;wsarts,boxes ad hamgers. drawn : checked 9.PrcNido bar supports, spscm and accewocies recoanm�ended by the A.C.L scale : �s'I- i-o'I date Detah�Manual.All detaibmg not covered by these notes shall be in accordance with dills same manual FIRST FLOOR FRAMING PLAN IN OF NILS A. ANDERSON m o STRUCTURAL a No. 21813 o'o S1 ,61 ---- -------- - ---------------------------------- ----------------------- David Residence 211 Sixth Ave. Hyannisport, Massachusetts 41DERSIGN ENGINEERING Fax-781-834-6253 Oct 9 2002 9:35 P.01 goIRAL_r10T1Ea 1. LIVE LOADS 1. Roof 30 Ps-f 2. Sleeping,Rooms SO P.S.f. 3. Areas other thanmeeping rooms 40 p.s.f 4, Decks,Balconies,etc. 60 P-Q-f IL TIbIZZANOTE1. S k1ce with"National Design Specifications for Stress-grade lumber shall be in accord4 Stress-Code Lumber and Its Fastenings"by tkie National Forest Products Association (latest revision), 2. Framing lumber shall be SPF 01/42 Fb=875 psi,E= 1,400,000 psi not including adjustments or approved equal or better. 1 Provide rninftnum double 2x built-up post under ends of all beams and headers unless f othem-ise noted. 220d,coninion nails 4, 16' 4. All viple',)x built-UP posts shall be fast4ned each side with' - o.c.Staggered.All double 2x built-up posts shall be fa taredeach side with I Od 4 common nails i e o.c,staggered. 5. All post loads are to be followed down to solid-foundation.General contractor vefi6--in ON f, - - field foundation or provide new. -4 -ander ail posts urAess,otberwise noted. 6. Provide solid blocking in floor fiaming 7. Ali work to comply with statebuilding code recuirements. T o 'iro hU `Q � I - `liposed to weather shall be pressure S. Any timbers and beams ex treated. ------------- 9. 4%4 and 4x6 posts sball be Douglas Fir#2,Southern Pine#2,or bettor. Anderson Structural Engineering,Inc. lo.Provide suitable joist hangers, for all flush framed joists and beams(U.N.O.). It Not AV fnn W It 1*1 10'oc 1. 19 Y1 f.- 764 Plain Street TIL PRE-ENGINEERED LUMBER --------- `WL) 02050 -amber(LVL)beam,top loaded only,shall be glued I ro Marshfield,MA od Vcneer L V9 Vl�CK U K K Pot M 1. Two or three Laminat &nailed with minimum two rows of 16d nails at 12 inches on canter.Three LVL beam r,for - fastened ISO. -6949 F (781)834-6253 shall be tened from both sides,unless noted otherw (781)837 ax Side loaded LVL beams shall be fa6tvned with minimum two rows of 1/2"dia.thruit bolts at 16inches on center stamered Re-far to LVL rnanufacturer for additional information. 4 (10 1 The structural drawings (framing) are connectors for any LVL's that are flush frarried.Submit proposed 2, Provide heavy duty con, -,0 3, Provide 3"min.bearing under LVL's,unless flush fram connections for approval,unless noted otherwise(U.N.0). being reviewed by Anderson Structural ed,(UN *xIo'fk-lium iyr- 4; rs I have a mWrnumi Bending stress(Fb) 2800 Engineering,Inc. Any revisions or 4. Laminated Venter Lumber(LVL)she] drawings after 0,000 psi,Horizontal shear(FV)=a 285psi, changes to the structural psi, 1,vlodulus of Elesticiry(E) 2,00 HWO 0 Compression perpendicular to grain(Fc.) 750 psi,Any adjustmerA factorit 311-4ill be 416 77-- POT their review, or required after the house is 4-1 up,will be directly forwarded to approved by structural engineer. E WoK opened !L 5. Pre-engineered lvmber shall be protected from moisture during co s ru Building Commissioner. AWVV the A Allia . , I (� ---, - ' I 6. Provide necessary bracing during erection to keep mernbers plumb and secure. m T------- .11 for additional information. Refer to manufacturer's specifications and notes ff*-' ............. IV. STRYJCIrURAL STEEL NOTES KVVIA K I I �O N q4 �q h/lanual of the . 1. All structural steel shall be detailed in accordance with the latest', WESTON ❑ HEWITSON S,C.and American Welding Society and shall be ASTM-A'36, A.1, 46 ARCHITECTS 2. Shop cormections shall be welded or bolted. WAA, 3. All field connections shall be 3/4"high strength bolts. 149 0 Paint structural steel,one s Liu nop coat,However anchor bolts and steel enclosed 4. i concrete shall not be painted. s. Contractor shall provide all bracing and guys for structural steel during construction Doi to iT --]V�r isure stabili* of building and plumbness of columns. It V. EXISTING BUILDLNIG NOTES 71 A 0 1. The Contractor shall verit,all existing conditions at the site and report any VVA U discrepancy to the Engineer before proceeding with the work. A S 21. Existing framing and supports shall be e -=-, - -.- X i xposed for structural evaluation prior I",I:r- 7 1 J -- + to construction.Design modifications may occur. FowmATW?4 Nom 1. Foodpp sb&be cmncd to d*vadow shows an drawings wad deepar if bearing of 1-5 tools per squm sowroK W/ n=cwuy to obtain a=Eb 2. AN=Crisdow and lbandxtim cmftm;dm is lat be in*e dry and no cmcreW r be placed in watm PA12PA CON 3. No fbaft"be phwcd an A SO& loo fbofin&jffl shun be pilaced m r 4 Whom it is DOMMY to zgiw.&o grade be Q 222 North Street o Hingham, MA 02043 amapacted to 95%of AMU D1557,Method D,Proctar TOSL 171 NA K i7 07K 40 1 (781)749-8587,a Fax(781)749-8056 5. Ptovide qmoinP for dedda and otber swnew as.aXpAred. joints veiti cal as 6 pm concrcft in'kvd contuses frill height with muWacbm no. revision date ibb3injum.of r well cawpacte4 clam coarse sand and ,7..Wine mesh in slabs on ground shall be I%ved r an ends and edges. 41 VwM under all slabs aftl top sod has been zMayed. O*ro K 9. DO ndt lWbiaM sodno retaining won anvil conarcW bin cured at kaot 14 .. .. ...... 4op(wing.ismxffickmdytmnporadlybmwd, oix,�S) WA until wan is mzffidcv*ump"=* �"AAWA -- - -------- 10. Do not fogy badifill fibundefion 'I A Post braced or floor 0 including subfioer is ccnq9e6* ' r 1,:1 two 05 coinfinnow reinfocing bars in top and bottom 9f 11. Pr ovide 1b (Ibur dudcat wail *or).Provide corneacorneabars and at h9=%=d*m um CONCRETZNOITS bar dew shall coiftm to the latestA.C.I.1. All concede word and rea&w:ing code Nimal OHO 111 4 , 49&,K or, 2. All conga shall ham a mmmum empremye of 30W 0 at 28&Y& A&W10. -A for. fo 3. hfiniarmin ptotecthm cover for unless.o*awim provided KK J014TO 11 lo el 1 2 0.CI. L Camciete placed againstcortb,30 W ZV VO* NA W ail; b. Fcmed concMe exposeii to earth,wealher at water;r 0�4 4. Reinkribg'AW snail calafasln WASTMA61--'GR60- 5. All confinuous rer n nforcing bats shall be lapp44 30 dismatm at splices and at 0 Weston Hewitson Architects Inc. -- --- - These Plans,Ideas,Drawings,Designs,Arrangements and any c egos m&Standard.hook&I*ctartinuous top bets mpports as requivd. bYb related documents are,and remain the sole prop"of Weston it orn=Wen otherwise shown.Tenni88ft c0n6mcm bars at n0A-00nftu0W Hewitson Architects Inc.and are not to be used,re-used,repro- duced or published,in whole or in part,without the express, written permission of Weston Hewitson Architects Inc. ng kays-aw to be 211 x V 6.'All footing (pominal)w4cas O&cr*iw 3Wv1L 7. All messmy slarm and 11SCM 9bA be famished by ft ywous ftWa M frill (P1,w UY) cooperafica with the Conftctcr. T job no.- �101 s. structuraluctustructuraldrawings an to be used.ba emjunction wft the septicdesip r� wJ 4 '%, or sic and location Of drawn checked drawings and these drawings shall be referred to f I pp ,inserts,boxes and hangers. Rif 416, OPMW vents,pipes; and ammories rw"nmended by the A.C.I. scale 4, date 9.Provide bar supports, *%=$ . , 4 . Mailing not covered by thew notes shall be in Detailing Mmmal.All dc MAIL A-A accordance with this some manual: I 1-0 11 SECOND FLOOR FRAMING PLAN 0 Z/ NILS A.ANDERSON m STRUCTURAL No. 21813 S1 . 2 J.0 ........... ........... David I jV- - Residence '7UTA,l.�.. 211 Sixth Ave. ANDERSON ENGINEERING Fax:781-834-6253 Oct 9 2002 3:35 P.01 Hyannisport, Massachusetts GENERAL NOTES I. LIVE'LOADS 1. Roof 30 p.s.f. p 30 s f 2. Sleeping Rooms 3. Areas other than,keeping rooms 40 p,s,f- - ''tl.11-0 II 4, Decks,Balconies,etc. 60,0.s.f. R. TIMBOk NOTES . I. Stress-grade lumber shall be in accurdance with"National Design Specifications for Stress-Code Lumber and It`s Fastenings"by the National Forest Products Association (latest revision). 2. Frarning lumber shall be SPF 01;42 Fb=875 psi,E= 1,400,000 psi not including adjustments or approved equal or better. 3• Provide mirilmum double 2x built-up post under ends of all beams and headers unless ' II othem ise noted. 4. All triple 2x built-up posts shall be.fastened each side with 20d common rails @ 16" � �\o o.'c,staggered.All double 2x built-up posts shall be fastened each side with i Or1 common nails I t'i.c.staggered. 3, .All post loads are to be followed down to solid foundation.General contractor verify in � field foundation or provide ne+w. framing'under all posts unless otherwise noted. - 6. Provide salad blocking in floor g p - 7• All work to comply with state building code requirements. 2' :x- •.. ---- ____ _ _ _-- 8, Any timber and beams exposed to weather shall be pressure treated. 9. 4x4 and 4x6 posts shall be Douglas Fir#2,Southern Pine#2,or batter. i 10•Provide suitable joist hangers for all flush framed joists and beams(U.N.0.). i I III. PIKE-ENGINEE1tED LUNIBE - ;+.¢� ?.M�tt I !+j'a td/ . II 1. Two or three Laminatcd Veneer Lumber(LVL)beam,top loaded only,shall be slued � ! &nailed with minimum two rows of 16d nails at 12 inches on center.Three LVL beam �QS (�S Anderson Structural Engineering, shall be fastened from both sides,'unless noted othem ise. 764 Plain Street c. Side loaded LVL beams shall be fastened with minimum two rows of 1l2"din.thru ' _. ._ _.. bolts at 16 inches on center staggered.Refer to LVL manufacuirer for additional information, � ! Marshfield,MA 02050 BT�j55 FbV� Go�IIL loth I 2. Provide heavy duty connectors for any LVL's that are flush zraarxed.Submit proposed ' ; { o (781)837-6949 Fax(781)834-6253 connections for approval,unless noted otherwise(U.N.0). ��� - (�-QI" 3, Provide 3"min.bearing under LV L's,unless flush framed,(. .U.), I �i2(0 D Pomp,---- .___- __ _----------__-_--__-----------_- ------ 4. Laminated Veneer Lumber(LVL)shall have a minimum: Bending stress(Fb)-2800 psi, Modulus of Elasticity fl;}=2,000,000 psi,Horizontal shear(Fv)=2Sgpsi, I "It _ structural I The drawings (framing) are Caznnresslon perpendicular to grain(Fe.)=750 psi,Any adjustment factors s'nall be -- -- Structural t310 iNs ItoO.U• f4x10 FAfP�`= "lta0G #losv- el i approved by structural engineer. ro k Gk�.e �µ�- being reviewed by Anderson _ . Pre-engineered lumber shall be protected from moisture during construction. _ - _ _._-_._... .__- -- --I -- - ring,Inc. c An revisions or 6, Provide n�ctssar bracing during erection to keep members plumb and secure. r` I ���'` b _.- __... .--._� _. __ _ I -- _ -__ ti "�' -- -- g the structural drawings after Engine mee y Refer to manufacturer's specifications and notes for additional `smforrnatioiY. T,� .. _... ... _.... . _... ._ _.. - — _ ( ,. •- — changes to ctur g ' { ' �. I ! I their review, or required after the house is I��. .;STRUCTU12AL STEEL NOTES - - — - --- - i I ! _. __ __.___ _ .r._. �( ( ' opened up,will be directly forwarded to 1. All structural steel shall be detailed in accordance with the latest 1,�lanual of the . _ ! I _ _ -•__ A,hS,C.and American Weld in-,S� aria end shall be ASTivt A36• the Building Commissioner, Society 2. Shop connections shall be welded or bolted. 3. All field con ztections shall be 3/4"high strength bolts. — 4. Paint structural steel,on„ship chat.However anchor bolts and steel enclosed in o I N X concrete shall not be painted_ I I 't` ! S° I ' ' _ _ — - - ---. I , I _ � - WESTON ❑ HEWITSON a. Contractor shall provide all bracits s and u s for structural steel during construction � Io-NI NA*1li IfINot, I I 2� ��. ! ARCHITECTS . I t0 inStir,stability of building and plutrtbness of��alumns. - - 1 — I I 00 V. EXISTING SUILDLNiG NOTES ,- � - ---- 1. The Contractor shall verify all existing conditions at the site and report any K Q - - - discrepancy to the Engineer before proceeding with the work. N �- a ! �� _ N 2. Existing framing and supports shall be exposed for structural evaluation prior j — - � ! - i w !�enYe to construction.Design modifications may occur. � _ _ - — --— — — • -- --- n ..fix ' 6oW I • ,o j� I ! \. I ✓i, �KINI�'v�'A1.1. � I I �� 121 WA16 � � �� 'S ; — . & A _ r o i —— — — I . - I I - I LVLO {__ . . . Ma.. 1�'K �riRPON� IN K 1NV :OO I I 222 North Street Hingham, MA 02043 (781)749-8587 o Fax(781)749-8058 OK-MI kh roan. no. revision date 1 Ixro MMIZ(11NtR�iID� { ; I ��cKINGt IrmO.�• + _ _ L I L ! I f0 AcFht f G,f1�l 1KI>h — -- -ff/ — ' I �• 4x4 IGN � I I I ,r . .. r - r l I � � :_ - I a t'611l OtIstN1 �v�+ _ YARI<�•hl:� � �l �x'� CGI�IT. 1 I, ' WyEciloNh _..__ E�bo -NGi ..IG�Dv� To I li : i A ��rA>yle 1!�M I n " KAf190 (% !6 0•U, UNlpw9 Nzev omV5IN119r- (Oov mrr�) �`�x 10 Kff' P�(il ta0'el. ®Weston Hewitson Architects Inc- _ These Plans,Ideas,Drawings,Designs,Arrangements and any related documents are,and remain the sole property of Weston x 10 cE{LINO t1 t 1 to"0 U• Hewitson Architects Inc.and are not to be used,re-used,repro- duced or published,in whole or in part,without the express, written permission of Weston Hewitson Architects Inc. ._job no. s �101 drawn : checked : scale : %II it-o0 date ROOF FRAMING PLAN AA OF O� NILS A. r ANDERSON �, o STRUCTURAL o No.21813 `� S1 * 3 I CERTIFY THAT THIS SURVEY AND PLAN WERE MADE LOT 520 IN ACCORDANCE WITH THE PROCEDURAL AND TECHNICAL CRAIG VILLE BEACH RD. STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN - T C MMONWEALTH OF MASSACHUSE S87 21'36"W 8 r.63 EXISTING CONTOURSAT HYANNISPORT llct � /Z 2 G C. - ` / I a CLUB PA UL A. MERITHEW, l 11 / I PROPOSED CONTOURS C P.L S. � �p ~o ff � �PAUL �gss9�� I��� 11 / I NOTE. LESS THAN 50q OF � OCU `/ 10 l I FO UNDA TION IS ABO VE GRADETH qA. :y \ $S EW =N= Q 'b / I Cw Y ?F `7`FSs\or''. SUS COBRL VC E i O� S ISLAND • 22. 4 — 26.3 d' — — — — CAR t PROPOSED O I LOCUS MAP `RET. WALL � I I I °To!EXISTING—� \ I I I ASSESSORS MAP.•245, LOT 82 HSE I t ^ PLAN REF 218123 I v) ZONING: "RB" FLOOD ZONE: "AIO'; EL.=11' =-_PROPOSED? _ \ ► I �, COMM. PANEL# BENCHMARK \ - -2ND STORY- I 1 I I y 250001 0008 D CORNER OF CONCRETE - - -_ADDITION= _ / � _ _ I I � I �`+ DATED.- 7/2/92 UNDER PORCH I ' 0 VERLA Y "AP POBOEL 10.5 (NG VD) � -5312• 0 _ _ _ _ " CB .\ \\ DE K o DECK\ PRO / I \ a ABC 23.8' I PAR. B PLOT PLAN IN, �IN, AREA=11,067 S.F. OF LAND PAR. A _ / / I LOCATED AT / / 211 SIXTH A VENUE Lill �� WEST HYANNISPORT PREPARED FOR MARSH ���s / ,`� �o� I SAMSON HOME BUILDERS i / CB I ` DECEMBER 07, 2000 GRAPHIC / J I 30 / YANKEE SURVEY CONSULTANTS SCALE / _ L�� �0 / UNIT 1, 40B INDUSTRY ROAD zo a 10 Zo 40 ao 6 y � 1 P. 0, BOX 265 / MARSTONS MILLS, MASS. 02648 / TEL• 428-0055 FAX 420-5553 ( IN FEET ) CROSS 'TREET 1 inch = 20 ft. J# 53325 DB