Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0356 BAY LANE
n W d dt� e tt _P Yy�r��-:"'�' r Jl ".' �E ; � ,�. 4: �3r a• "�r' ,1 k b'rl�,..:.r�fSY�d"�4��q ,R , ,4;,, k, {�/a: '+idf rs�'..�.l�I�)N '!'M.i�.�Yr, . . ` ,'�,,... a�� 4P'" . - C•• .a z.. ..,. .,., k,. ,r: s ., r.. t 4 �r y a Y, C .,..., 3.,. .„ v j ,} t ,.: s .♦--.: R' m•Y �''l..:,. -, a .. ._ ., .. {. 4 ... ,.. ,. � f fi ,'7' ,..,,A .,,may •:1A. ... 5 e. ...,. ,. .,. ., I .tf.. ,. r .. rf:. i...r , t. , .•. 1.,:.n ., e. � x, 3A: Tf,+,„ -it a.fin 1, , # _., .,. n P } , e, ,,.. . :fk ,., i, r -. :§ §�, ,..,[� ,t ,:1 t I ,. 3 $ -lt7r 9, 4 r•. � r,•., ,j) e. } k- .. . , .s ,4{ , ,.xtu , ,. «< ,, ,v a ,_ , f , 5 ra. � t �f . . .+. r_ ,.r .•., ,, ,,4, t' :v ,.. �. . 1_ ,, ., ^ ,., ,r,,' � s4r [s ,fir ,1 yy,, *,.,..:- t..-.r r, a. } ...a,. _...,. .., . . ,.,. ,, :..•... S< _... .. .,�, 'i,n C, r a, a ,�., i .+ •9 ,•, Sbe, a , .. AA..,.. ....7� '., A.. ?.. as . .,. ..n3h h ,:, .a. ,,t :.. .. . I,{, �.. :. i. M�, 'n ':74'. .. ., .r• 1. f.. :1' 'r�, ,�.., .�i. �,:. ,. ., ,..,.Y l�t S. ..uM1.- .v r.. ,. , .. at ,� .. -7.'f ..-: Aa � ..•.'. r... �t. a ,n. ..�,� :, :�,.ay. .n f' dr, .__.. t,l ....., r .. .. ,, ,: : .. ..:... ,,..:. t d�.. kir., o .., S 8 i9t � r +. .. `•� '.,.5. '� P o.#!.rr �. 1 , .-. .b ,.. �t. `H � _,. - a.t_ a sx ,. .} _+, „,rk,. ,a,.,a P° +�I-r ,. a# r V'� a, �►k -t,-.,. , t..,,. ! .,:.,.�, s ,e, .Ya..fix. a.. Sr.. r_ ,fi.,.._, �:,.. k.. �. ,�. 6 a. W ,. .. 1 ,,•5# ,. C 1. . ... � � - r a r.r..rc..f ,.. '� - ., , , , .as �d. ..r�...tt[ S3 n �.. < .. ._ r ,,:,... .. n.. a ,,. '. .. ,.., e •;r s ,,�. ,3 .,.. .�i.U.,u. 14: _.. .. ... �.. s ,.... 4 b �. $.4r , .f f� ..a- S. € ,.. IF: t "T� 4 :1 I r 'k:,•r° -.et :.t" S, .4v +��. fi"i ,4:M1 ;A.�r ... ! ,. -. ,,,. t. ..,(.. .. 1•A. M ,. r.. ,"`4 .. ,r o. � ,$ e -,. - _ .• 2 sa,. ,.:1..t S�', e.Ci ... �. 3 , .r,x e ,., dr :..� a• .S .$ Y,- , ._ d �4 ,.: s,. ..,. � , ,.... s t� a .�., , r� ara.,{, ♦`': !� 3�.y,9a,.F }4 ,. .... s n4.. i ,..t s.��,:5 Z .. , .. 5 ..< �' N� .. , '4 p ,. ... ... , a. ( ,9" .. ,•.< L,. A..e::,f1r # , �., ,. :. ..s ,� .1 .+�,�� t.2 9 S .�s-_< .s Y9... t C. .. e 44 tom..�rj,. ��, .r ,s � }A•ar "�[ .i�r,43?... � -f m+ '.i. 'y+,Sdt xJ::q[k�r r., ,:.. }�� uu k } wr'7'..,,.r. 1 ..P:., f. .D4 1 r. ...�u�f v:..A ,3 n .. .< E �� r�. : r,�� �. .. t W •. 6 x a 9� g� +a �+ na. ��g 5 s �y ,:,Its �• •+l, d @.+f.,:. ,� t.,a .., t.sl`t ., e..-k.,n ,,, r r ,. f � < • .yg€�.. 1 .,4.: •.S M, lt.t ..4,i i � R".. T- .�.0 4 �,,, A $ L-.�.•,rir...). .� a,.. i r, ,�. ., r. ,. t , .,,, .,a-..,.:, -,. +. �, ,�< k5a` •Su ,.v.- B :� •: ta. ,¢�- y: ,.A �°, „ ,.�n. P. {:.. a , � ., € r< '"fi v 1 -t ,. ,.. �a, ,� �. �+., x+.8. ,. r • •, } ,... ,.es .. r �.; C ,f .7. # .r. 6 c. ,44h rl ...'!v '5,..,2. V' .}r .. ^ #. P. re.e, ,. , AY -. ,Y.. a ,.! .r ,a: r .,gy a , ,. ,. .a„ r r , 4 ,). ,. , t, q tk,,¢¢��. e�+. , ,. p, i•,:,3q -. ., .. .:... ..{';'..r# yy �' � hr i, 4, S � v ',,, _f.. .. .- r <f h. ..6 _•.. ,....�:. : i.. < �,;yL a+.,:e,., .,�. ,1 �fi..• sF, •A .r•• �a�f., 'P t •D, a R 4 �,r i�� k r�xr a �; r }, .,�, � .j ., _,} .. . ... lS � ..n ${j'; '- ,.- .. +:"Y t 3 C k �#. .r,. �# rIt" c e.. t a .',t~ �s% Sx d .3. �A .:�:s. ..,. .. „�,. "'MOM,.. .[ ,a �` at.-: R.�r }pZ ,, .,,r,a , I} �,r.•.,1.:: {. c 1IP... ,. SSS. , € f.. \ ,,r X .. k -t.e. , ,, ti,t k.. f '.. li..l w'FL� .,. , e .: R�lI l W 37 f. 4.:. r, � Bell. i,x- ,. „ ..•. ��^,. � 1 n.'- ,�-� .. �. r F ¢�..1 ... .n .r �a�,. ., �N,.t ,}t,[Ak H u,.9. re„ ,}� "{ .^ < #.. .-. 4', 3, .t f. � •. S $A, ,..e. �e- t na r�ri±_.. �+p ,1, aAf } a .Fr. .1,, , t,�•� '�- !�' �d• �. 3y 4 � ^>_.. °4+ t• '."_r. "[ a s fd�r „tom i! !., ,. €..: r.,..,�} .�. . ., >. ..� .... , r. � Y ,., {. ,�f, .,.r ,...�» : �.- .., � t• ,... 5fa t „ a�. t,, .�,�,.>$�., ,,, ,. „_,. .I,.1. ,.., .d•, r i,. e, ,�3�i v •., ,. #. �Wei :. ,:, . ....,.. .�. . ,.,, .,.4 .i x e }• ,r. , -r , .t, a .. •. + �.,r. -.. � � °.a [ +#a ,..�,�,, ... r ..$ , •.x . ^t. r, r. '�. t , ,. z :. 4 :Are { .$.. r t f a � a.�b.• k. _1 4 � ,a, -€ '9 I Ir w4 .�.. f ,v..b.,. -...,..,5 I,�.A.... at.vt{?�Y'. � t n .}. 4 X..4 .f.,.f 4 ,h fi•'.dC gg .. 1 �.. ., .. ,+... 1'r. 4.., ., is rt �,�e 4..,. .r. ,e. ,: LY a:. 'E ,.' tn..U yy,, 9..' .. ., .,. r , F !�P t« .rt. i, , f r, }cis. . 3 >i 1.., .9. �}t, •� : f. -, � � s t �,P t .:., S. r ,.. ,rrygl gSp�,EJ �b, .. .,.. '. , 5 3 , ,sK�i' ..,-�. ,.�,. }.,, � ,. ,.. .. � A ,k e s. .: f ., . ... [ r ., � �, r. .e f ., ... Fs v:. Y.i .. ,,.-,rb.. ,,. .:•� ,,.., g,z 53.. ... ..,. w.+'R.�#� .3•,. . . < t.. r. ...Si...Li, r z .. ,. .:..r... •`k ,.. v ..`6 fi :. ...,L.. i ,t , .. s w x. ' < t -. � t..,. �,`.. ..,.�4 •.- trs t S., �f ..c.r ,,.,r a �. €„� , � ,.. ,� .� � ,. v, k,;+,,, ,. . ,, s 1'� ._ }, h: 3 } .� f rt.}. v .. , �1 ,. r a•. r r�,( ,1, r. e .. ,_ ,k",7�i ... i .... .... „ 4'-,,, .r ., r.. .as , ir., :a . .d 1:.. .1"a ., F .. ..s.,... t 1:. dW. ,.. ,.. '.:,. ,•. � 1..{ ... .. s ..il �j'`�,., ,... ,,. . , ., C „ 14i. .,r, ., , , .� .� ��t ,r � .�i �, �:. � �t •,4 �•4�€. e,.,.�-. k.�i..��.t ,w,�..r�.'$.. '�,... F: �. j ..„e�, ;.a., ., ,. ;. ,.L i.�� . .n .� ... •..re .. .�. .. ;ils e � � '-f. ., � dd r54 .. r �t a •. # e� �.- i, w,>•x _. }-., i {a i....S,: rr. .,:.a.H. :.k.r d,j r'.,. r W Sr -s A .,J , :. , i n,.,. + r 1 , :.. x.. ,,,. r r -.; �' �.. :3t r !• ,�,. �: ra .f, �` I r n , � 1 , y,.r aa, .StY .kyi , t,: e ..{.i: i-, fi; , ', .,� t. r i^: .s. )q�;F. .; r.. • i �,- d• ,e,,..5�k, c ".n�., . .A. •'.S {I�[:,4�..r��._ a a� :,uf✓N,..,y"'„ 1,�..z, t, t„. � ,v+i, ...t,2 ,P ,: k � , � • ,.a �. �i- (( 1 -•, , ,tt.. i�, R a x tj s i�1- .� r:. _r.. t+T 1�� •`. k �k� ,� �r�' >r � �+ N � 5�;� .�>:,: �2. A,,P3 � {'. 4. e + nuu((.ts �v,, ��, // t � ,g�.. -,� � 9 �'.d.- h .#� j al , ,. �,.;��. .. .N.t ;Vr , fs.S fl� kAL'Sk 4 ;,r.gg., . ., , . ,� . , ,+�: 1. .,n,,,.'. :.. " 'fit• .�T• , ;. i fi.. f:. g� S � n+.�`r.a�;Q,t ( , ,.1- d f•. 1 -- �,. ,. : .�� .. s. ':,, �` .: ,. :..,,� ,,�. + , hid Ff,:V._e. -�..�y. ,'k, 9�' •; �. q;4 k,... .,,;. .., ,. yy.. �. yU"t; , S! .�. a Y d.. r ,r -.. � r �' yt. - }YI,�.,�5 f5 r.'[ni!• ITi•1'- 2 ..�.. �[� � Y f��}� ,9i; ,YI S' t l��,t •'�,. '''�• r l� C `��FFS, `'.#: $? ,.,t) r7 t..E.� ',S� Ur f ' �4'�• .� f �� h 3. '•$ Z. 'S 3 7�+' .� y(7•�1'r }��4 r.j ,y N4;.d �di' �. �;� p•�, � +1 �tk �Fn���.�r��. a. •j '} -.'��C � k. ��.at�, � -�i.. a �,', , ��4,. S , a o - !`�}�j�JY 7�•� 'G#1` f�3��"S 9 8 S A 3 3 ,1`� S, -�. { fad ri 1 S i 4 r ry t� ifi% � ,y I,l•s f i 1{� !�' �9-af � �j .[: D )�t r' tr�kr:,,, �•}}�,� 'fit,� � l� � � ,�� . ;' # , �'..} 3' k '-�k.�i •p rsp:Xy•..� ,fi r ,p t hil, �t 7Y,'� ,� T t �C t t t� # ^ 3 r i,#t�u �• ,� �,� r, -: a a::: .. '. � . A ;�K4 r r � w � €' `a •�. , C } td 3; n :�`�..¢.. � ',. Ij�• 4e 9i4 ' M'.:,".5� �1 ,., r• „_.I..r .., ., .,. :�$ , ,. •' 3 �S ; k-„ 6A, •y�. [t''� a ,r `{• } 'Y t r = ..e Y� 1✓, .,t e A ,k'P�e. ., F�,'. �.lr,. ��d Y ! ti. > `'+5, '.l,k'i.�. :'i i } q 4 u �, s�fi e. 'A.• 4 iR�jjF L Yi d k } t'yy 4 ev L r 3! r ,4 g a a. r , . n: + , fir b'�� l: ... �q� �. , � ; .,. ad •: :, ° ,. �: , a; ;«:x ,, r< �t� ,4rr h°� •,, 6 t �. �, ,.1 e .�' .. ..,, 3 ,.. ., u o t• � � pp ,r ... e �,, k 7�p 4r} L �. n, qq ,,(�, A , • 1 PROJE N;kMF-: ADDRESS:21-67-6.. 3��� 44*44V,4 PERMIT# lZ Q PERMIT DATE: M/P: l l7w LARGE ROLLED PLANS ARE IM BOX SLOT -M Data entered In MAPS program on: 7 7 41 BY: � r i Town of Barnstable pFZHE Toy, Regulatory Services Thomas F.Geiler,Director ''' A `�'MSS. " Building Division 9 MASS' �►' s639• ♦0 iO�En 39.E a Tom Perry Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 COMPLAINVINQUIRY REPORT Date: Rec'd by: L' Complaint Name: Map/Parcel f Location 36'� vie' �►�t' Address: Originator Name: Street: Village: State: Zip: Telephone: n Complaint Description: CL\re WOV 1 V1 GY- rM (,t� Cc SL OtcS e L?--I\j Ae CD 0 r t�\r K APC,ck—p P e0d P e 10 FOR OFFICE USE ONLY Inspector's Action/Comments Date: ��-'� 'U �/ Inspector:L,-zz e 1 � 1� Additional Info.Attached Q:forms:complaint The Commonwealth of Massachusetts Department-of Industrial Accidents Office of Investigations . `- 600 Washington Street, fh Floor Boston,Mass. 02111 y Workers'Compensation Insurance Affidavit:Buildin lumbin /Electrical Contractors," 9 -' . name: { 1 1 Y�Ue.I CTi�U•Y`(� address: city H ji&-)A V\k S state: 1 1 % ' zip: 02W 1 phone# 52923' / f — / g work site location(full address): am a homeowner performing all work myself. Project Type ❑New Construction❑Remodel g❑ I am a sole proprietor and have no one working in any capacity. ❑Building Addition ]tug'.a�...��.nf.'.`���',� �r-1F���'-'.a:.�-iPl'G�+N .# ..w:�..Y.'�..i.fn..a i.,.. __ . ..s.,. .>'IA.'i', a�_�'.•'.:. .,._._.. .t ...�';{;'? ��.Y�::�, ❑ I am an employer providing workers' compensation for my employees working on this job. company name address: ' , city y phone#: insurance co. x ❑ I am a sole proprietor,general contractor,or homeowner(circle one) and have hired the contractors listed below who have the following workers' compensation polices: company name: N address: city phone M insurance co. N olic # company name: address: city: phone M insurance co. oli # Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to 31,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. 1 do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature Date /0 5— Print name /l /! /7 �� V7�Sll�� Phone# A7� Fn nly do not write in this area to be completed by city or town official : permiUlicense# ❑Building Department ❑Licensing Board mmediate response is required ❑Selectmen's Office . " ❑Health Department on: phone#; ❑Other , 03) RIM i 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 checking the box that applies to your situation. Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits 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. .�„ -- 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 returned to 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,7`h Floor Boston,Ma. 02111 fax#: (617)727-7749 phone #: (617) 7274900 ext.406 r e Town of Barnstable Regulatory Services MAn � Thomas F.Geller,Director 1619• Building Division jDrED M�A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Fax: 508-790-6230 Office: 508-862-4038 Permitno. � • Date • AFFIDAVIT HOME EWPROVEMENT CONFRA.CTORLAW SUPPLEMENT TO PERMIT APPLICATION -vers MGL c. 142A requires that the"reconstruction,alterations,renoy oan epn'r pre-existing occupied ion, improvement,removal,demolition,or construction of an adds to y t least one but not more than four dwelling units or to structures which al"di¢ to budding containing at be done by registered contractors,with certain exceptions,along with other such residence or building ' requirements• Estimated Cost Type of Work: s of Work• Addres n,. ! Owner's Name: Date of Application I hereby certify that: Registration is not required for the following reason(s); []Work excluded bylaw ❑1cb Under$1,000 []Building not owner-occupied 2dwner pulling own pem it Notice is hereby given that; PERMIT ORDEALING WITH UNREGISTERED OVMRS,PLTLLING THEIR OWN _ ORKDO NOT CONTRACTORS FOR APPLICABLE OOGME OR GUARANTY FUND UNDERMGL cc..142A, ACCESS TO TEE ARBITRATION PROGRAM R SIGNED UNDER PENALTIES OF PEItNRY I hereby apply fora permit as the agent of the owner; Contracto r.Name Registration No. x . Date OR 11 VA D 3 S Owner's Name .ate s Q:farm ;homeaffidav Town of Barnstable F1HE Regulatory Services Thomas F.Geiler,Director * BARNSTABM • M�: ��$ Building Division ptFD MA'S A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Gf? PERMIT## 6 a y FEE: $ o � 710 SHED REGISTRATION 120 square feet or less Location of shed(ad s) Village. Property owner's name Telephone number " 3 521 Size,bf Shed Map/Parcel#, _ ��' Q5- � � v co Signa a Date .......... I-IJ Hyannis Main Street Waterfront Historic District? f Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature required) PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:121901 ���IO� OE PROPERTY LINES .M NV NOT BE ACCURATE STANDARD LEGEND NOTE:not all symbols Will appear on a map GOLF COURSE FAIRWAY EDGE OF DECIDUOUS TREES - EDGE OF BRUSH 2 ... § ._... ORCHARD OR NURSERY EDGE OF CONIFEROUS TREES h �__- DIRT ROAD MARSH AREA EDGE OF WATER __= �/ MAP \./ q — DRIVEWAY v J \ ❑ E--PARKING LOT PAVED ROAD 0 ---- DRAINAGE DITCH ❑ ----- PATH/TRAIL PARCEL LINE ¢; F mArIIa <— —MAP# 21—PARCEL NUMBER #1 #teAo —HOUSE NUMBER 2 FOOT CONTOUR LINE —� —E�— 10 FOOT CONTOUR LINE ,} ----" Elevation based on NGV029 4.9 SPOT ELEVATION Y 1 STONE WAIL o -X--X- FENCE RETAINING WALL RAIL ROAD TRACK STONE JETTY cue _1 SWIMMING POOL PORCH/DECK BUILDING/STRUCTURE r 1 ^i' S � k ��� 3 aC � '�y,•��� DOCK/PIER HYDRANT R "GCS• 1 i S ,`�'• h mtr 8 VALVE OO MANHOLE o POST OFP FLAG POLE .,e ,� �u � •� , _` :cusp_ � .,� O W N O F B A R N S T A B L E G E O G R A P H I C 1 N F O R M A T 1 O N S Y S T E M S U,N 1 T .o SIGN ® STORMDRAIN w PRINTED SCALE:IN FEET *NOTE:This ma is on enlar ement of a **NOTE:The arcel lines are only graphic representations DATA SOURCES: Planimetrics man-mode features were interpreted from 1995 aerialphotographs b The James ❑ TOWER ti P 9 P V 9 P P ) N V o UTILITY POLE 1°=100'scale map and may NOT meet of property boundaries.They are not hue locations,and W.Sewall Company.Topography and vegetation were interprets 6om 1989 aerial photographs by GEOD 0 20 40 National Map Accuracy Standards at this do not represent actual relationships to physical objects. Corporation. Planimetrics,tpogmphy,and vegetation were mapped to meet National Map Accuracy Standards : 1 INCH=40 FEET*. enlarged scale. on the map. at a scale of 1"=100'. Parcel lines were digitized from FY2002 Town of Barnstable Assessofs tax maps. -0- LIGHT POLE O ELECTRIC BOX r rZs Y� r IIN '46AC. lqo ' 9 p 9Op4 _ � / 3j4Q .42 ura.wo 4.70<c.. 3-4 7 ac.rbTa 6 ' O .70 uoU �S P 3, 7 WET 9 \ 3.9 7 .ti M i ti '�•t 23 `k 1 1 s � 8S{ 22 14 0 O �\ i so .�,Iq 11 I 1 I 4b �^ 4 1 t✓c 1 0 s c 1 # \j• '� 3T .77 U—t'o 1 O 1.03 WET ; AK �. h i,Sc�6. i' I.eo TOTAL �� 1 :�` fir` �e, 4CS 28 3' up'AND r 'off .SS WET ; TOTAL a 1 34 2.2AC. 1 ;` d a e. Ob .qs'6' • 'B .og wq qy(, 21 24 a ISaC A6AG. - O .54A(- (ai e.ea) Cl a 1 ° 35-1 � a ��, � I a'' •Jc033 pJ �, 4t 1.0 4C,.$ �ai4y'q` q C. C 30 1'Tf4 4 110 2 AD, 454 ! ; " b C. 6 V A�. Oak 1 p4 IKE Town of Barnstable Building Department - 200 Main Street »► � . : Hyannis, MA 02601 MAM (508)1639. 862-403$ RFD MAC a Certificate of Application Number: 201103418 CO Number: ` 20130006 4 Parcel 10: 186018 CO Issue Date: 01122113 Location: 356 BAY LANE Zoning Classification: RESIDENCE D71 DISTRICT Proposed Use: SINGLE FAMILY HOME Village: CENTERVILLE Gen Contractor: MICHAEL P GASPARD Permit Type. RC00 fi CERTIFICATE'OF OCCUPANCY RES Comments: JU'U4 JZ2� .3 Building Department Signature Date Signed 1-Gal. Waterproofing Wood-Protector-30001 at The Home Depot Page 1 of 3 is l J FREE.SHIPP,IN6:0111.,0VER-300,0001TEMS* NEED IT NOW B,U—Y ONLINE AND PICK UP Its STOW.— Tool 8 Truck..Rentali} Get It Installed i Foi the Pros Gift Cards Help Cart .. Your Store:Hyannis#2612(Change) Store Finder ! Local Ad Credit Center ( Savings Center _ BEHR 1-Gal. Waterproofing Wood-Protector Model#30001 Internet#100137419 Store SKU#448367 „,_, .o o .• � 'o � ><t"�!'7f�•#"��*'(3) Write a Review Read All Q8A `? $15.98/EA-Each This item cannot be shipped to the following state(s): AK,CA,GU,HI,OR,PR,VI ., Ships FREE with$45.00 Order Ib j Buy Online,Pick Up in Store Today yMw 6 Check Store Inventory O. Co Product Description Specifications 1 Customer Reviews ? More Info Shipping Options § C� V711 -- PRODUCT DESCRIPTION The BEHR 1-Gal.Oil Clear Waterproofing Wood Protector is ideal for wooden decks,fences,furniture and more.It features an oil formula that penetrates wood and contains a mildewcide for exceptional durability.It is UV resistant for protect against harmful sun rays.The 1- gallon can works well on areas up to 350 sq.ft.,and the stain dries to the touch in just 1 hour for efficient outdoor use.For best results, you should apply another coat after 2 hours. • Designed to protect wooden decks,patios,fences and more • Oil formula with mildewcide for excellent protection • UV resistant for added durability Dries to the touch in 1 hour for quick outdoor use • Covers areas up to 350 sq.ft. • Reapply stain after 2 hours for best results • Subject to or will include a recycling fee in the following states:CA,OR • Click here to learn more about exterior stain products . Actual paint colors may vary from on-screen and printer representations . MFG Brand Name:BEHR • MFG Model#:30001 • MFG Part#:30001 Return To Top SPECIFICATIONS Application Method Brush Assembled Depth(in.) 6.75 in Assembled Height(in.) 7.75 in Assembled Width(in.) 6.75 in Color Clear Color Family Clear Container Size 1 GA-Gallon Coverage Area(sq.ft.) 350 ftz http://www.homedepot.com/webapp/wcs/stores/servlet/ProductDisplay?productld=100137... 1/16/2013 r 1-Gal. Waterproofing Wood-Protector-30001 at The Home Depot Page 2 of 3 Product Type Deck/House/Concrete Stain Interior/Exterior Exterior Low Temperature No Manufacturer Warranty Limited Warranty Opacity Clear Paint Product Type Exterior Paint/Stain Paint Type Acrylic Primer Required No Returnable Non-Returnable Sealer No Time before recoating 2.0 Tintable No (hours) UV Resistant Yes Waterproof Yes Return To Top CUSTOMER REVIEWS OVERALL RATING 3.3/6 M t 7- QUESTIONS&ANSWERS 2 out of 3(67%)reviewers recommend this product. 1 Question,1 Answer i---------------------.-READ ALL Q&A------------ Show me reviews with Star Rating Value Age Gender Home improvement profile Level of expertise What is relevancy sort? Most] 1 e THIS"CLEAR"AND"TRANSPARENT"SEALER IS DEFINITELY JULY 29,2012 BROWN! I-Gal.Waterproofing Wood-Protector Mike from Glen Allen,VA,USA I'm very disappointed that I did not read other post until after spraying part of my deck.I wanted a clear sealer and now have 4 brown deck boards on my new deck.I'm trying to determine if stripper will remove or I have to pull up and replace decking. Was this helpful? 2 0 * r*7k 4 i 6 NOT CLEAR COLOR JUNE 30,2012 1-Gal.Waterproofing Wood-Protector LarryBoy from Catawissa PA It worked ok on floor boards for utility trailer.It is a medium brown,not clear,in the ran.It turned my untreated oak boards an orange/brown.Recommended,as long as you are aware of the color. Was this helpful? 4 1 hq://www.homedepot.com/webapp/wcs/stores/servlet/ProductDisplay?productId=10013 7... 1/16/2013 • 1-Gal. Waterproofing Wood-Protector-30001 at The Home Depot Page 3 of 3 h , it�r*7k?k 5 15 EXCELLANT WATER PROOFING PRODUCT-DOES DARKEN AUGUST 24,2012 WOOD,THOUGH. 1-Gal.Waterproofing Wood-Protector Rose Product does what it says it will-but is not"natural'in color.Turned my wood deep,rich shade-which I loved! Was this helpful? 1 0 Return To Top MORE INFO Downloadable PDFs MSDS You will need Adobe®Acrobat®Reader to view PDF documents. Download a free copy from the Adobe Web site. Warranty For warranty information on this product,please call our Internet Customer Service Center at 1-800-435-4654. Return To Top SHIPPING OPTIONS Most orders process within 2 business days. Please allow an additional 3-5 business days for Standard Ground Delivery in the U.S. Return To Top http://www.homedepot.com/webapp/wcs/stores/servlet/ProductDisplay?productId=100137... 1/16/2013 �oFYNf, -L Town of B arnsta.ble Regu atory Services BAANSTABLE Thomas F Geiler, Director MASS. �+ i679.D Building Division , p�E MA'S� Thomas perry; CBD, Building Commissioner ,200 Main Street, Hyannis,MA 02601 www.town.barnstab]e.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: GPrS1^'A1ZD Map/Par--cell: I B(o --big Project Address 3S(o t6Y LA3 Builder The following items were noted on reviewaig: � NE F RO r�.s '=0 - ,® N£CO FLoor. PLPoO FOP ALL, L E-VELS i,6C#� t> NS Ert C_o 0� �2EQ � S N CM ...LEV TF oN S Q- ALL ,--ZDES 5 WZNDOU R-6 i MON NOT T-17POT rF'��c�� ✓It ST'.CNG (2 9AGE None C.o,�FbRfv= G O p ar�RY Revi ew ed1 by: Q:Forms:Plnrvw TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map s! !� Parcel4�K Permit# Health Division 7/:3 4/0 A Date Issued Conservation Division Application Fee �U�/ Tax Collector Permit Fee Treasurer a d , �. �YSTERI MUST SM -NG7,t LL�0 ttV CONIPLIANC, Planning Dept. i Date Definitive Plan Approved by Planning Board WITH TITLE 5 !�IW:ONMLENTAL CODE AND TOCkgs Historic-OKH Preservation/Hyannis WN PFCULaT t Project Street Address _ S5_1� &, L_e%_ Village Cam` ?_r era l k e Owner (Yl CVNu_e_1 C SP ti Address Z 25' Telephone 6-Oe o Permit Request r - Square feet: 1st floor: existing 94;'D proposed 7-6' 2nd floor: existing proposed /®Z5' Total new 1 JOO Zoning District Flood Plain Groundwater Overlay Project Valuation_ � 62 Construction Type F;Z1 yMeA Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ao' Two Family 0 Multi-Family(#units) Age of Existing Structure 101-7 4 Historic House: ❑Yes O'No On Old King's Highway: ❑Yes 310 Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 11 O Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new -3 Half:existing new 1 Number of Bedrooms: existing new Total Room Count(not including baths): existing new Z First Floor Room Count 2-- Heat Type and Fuel: ❑Gas ❑Oil electric ❑Other Central Air: .0 Yes 0'No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 2*4o Detached garage:O existing 0 new size Pool: O existing ❑new size Barn:O existing ❑new size Attached garage:Coexisting ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded❑ Commercial ❑Yes - 2lo.T lf_yes,aite,plan review# Current Use Proposed Use Y BUILDER INFORMATION Name M 1 C Vxc.,,1 6Sne� Telephone Number ' 41'"S/ — Address 7_2'5 License# ly� Home Improvement Contractor# /3i��Z� Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Me- SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. � r DATE ISSUED MAP/PARCEL NO. - ADDRESS VILLAGE OWNER r .f { ; DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL J PLUMBING: ROUGH FINAL-'- GAS: ROUGH FINAL FINAL BUILDING F DATE CLOSED OUT ASSOCIATION PLAN NO. - i Flo, FIRST CITIZENS' FEDERAL CREDIT UNION Think First... 1 1 (800) 642-7515 www.firstcitizens.org FIT Town of Barnstable BAR r:. , Zoning Board of Appeals S Bulk variance - Side Yard Se ckZ /4 R 3 ` Decision and Notice Appeal No. 1992-61 Summary Granted with Conditions > ZBA Appeal No. 1992-61 Applicant: Francis Jones' �� Property Location: t356 Bay_ Lane, _Centerville, MA 02632) o l:*� � p Assessors Map/Parcel: 186/018 " Applicants Request: Variance to Section 3-1.1(5) Bulk Regulations Minim= Side Yard setback of 10 W W. Activity Request: To permit •a garage structure to infringe into`?he % required side yard by 3.71 feet. Q Background: Ir ` This decision concerns the petition submitted by Francis Jones, who appealed to the Zoning Board of Appeals for a variance to the Bulk Regulations, section 3-1.1(5) , Minimum Side Yard Setback of 10 feet to permit an existing garage structure to infringe into the. required side yard by 3.71 feet. The applicant owns the 4.70 acre parcel which is developed with a one-story home and an attached garage. The lot is mostly wetlands with one acre of the property being upland. According to plans submitted and titled "site Plan Location in Barnstable MA, Prepared for Francis & Susan Jones", the attached garage infringes on the required 10 foot side yard setback by 3.71 feet. Procedural Summary: The application was filed in the office of the Town Clerk and at ,the Zoning Board of Appeals office on September 28, 1992. A public hearing, duly noticed under M.G.L. chapter 40A, was opened on October 22, and continued to November 19,. 1992, at which time the hearing was closed and a decision rendered.* The petition was heard by; Board Members; Gail Nightingale, Ron Jansson, Luke Lally, Gene Burman and Chairman Richard Boy. The petitioner represented himself before the Board and explained that the garage was built and that it was noticed during a neighbors land survey that the structure infringed on the required side yard setback. Construction plans for building of the garage were approved by the Conservation Commission and by the Building Department." Joanne McMahon, an abutter,. spoke in opposition to the granting of the variance because she felt the garage is larger then necessary.. The petitioner : explained that he was storing an antique automobile within the garage. The Board continued the petition to the November 19 meeting to .secure and review the permits and conditions issued by the 'Conservation Commission and Decision and Notice Appeal No. 1992-61 , the Building Department. At the continuance, it was noted that the plans for. the building were in conformance to the required side yard setbacks but that during construction an error was introduced and the building became partly located on the required side yard area. Find of Facts Based upon the evidence presented and the testimony given the zoning Board of Appeals unanimously finds as follows: 1. The lots in the area are large, much of which is wetlands, and heavily wooded. 2. The most effected lot by the location of this structure is that of Dr. , David B. Elmer, who has written to the Board that he has no objection with the location of the building. 3. The applicant had a valid Building Permit `for the structure and by an error on Mr. Jones part built it infringing on the required side yard setback area. It encroaches 3.71 feet. 4. The garage structure is developed. 5. Variance conditions exist in the extent of wetland, amount of vegetation and irregularities in shape and topography of the lot. 6 Granting the relief sought would be consistent with the spirit and intent of the zoning ordinance and would not be detrimental to the neighborhood affected. conclusion: Accordingly, based upon- the information supplied and the finding' of the Board, a motion was duly made and seconded that, Appeal No?1992-61 be granted to allow the building to remain as built, and consequently infringing into the side yard setback by 3.71 feet, subject to the following conditions: 1. There shall be no use of the basement level for any residential . purposes. 2., The Lot shall not be further divided. The vote was as follows: Aye: Gail Nightingale, Ron Jansson, Luke Lally, Gene Burman and Chairman Richard Boy Nay: None Order: Appeal No 1992-61 is granted with conditions, a Variance from Bulk Regulations, Minimum side Lot Area 'Required. Appeals of this decision, if any, shall be made pursuant to MGL „Chapter 40A, section 17, and shall be filed within twenty (20) days after the date of the filing of this decision in the office of the Town.Clerk. This variance must be recorded at the register of Deed. 1 Any person aggrieved by this decision may appeal to the Barnstable Superior Ccurt, as described in Section 17 of Chapter 40A of the General Laws of the Commonwealth of Massachusetts by bringing-an action within twenty days after the decision has been filed in the office of the Town Clerk. Chairman i I' U w E_ �������� Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (.20) days have elapsed since the Board of Appeals rendered its decision in the above entitled petition and that no appeal of said decision has been filed in the office of the Town Clerk. Signed and Sealed this `A pains and penalties of—perjury. day of J`� �/, 19 9-3 under the Distribution: Property Owner aa� Town Clerk Town Clerk Applicant Persons Interested Building Inspector Public Information Board of Appeals BOND DEPARTMENT-NOTICE OF CANCELLATION NGM Insurance Company 55 West Street P.O.Box 2300 Keene,NH 03431-7000 Issued to you as: Obligee Town of Barnstable Licensing Authority 200 Main St Hyannis,MA 02601 The Company hereby gives you notice of cancellation in accordance with bond conditions of: Bond Number: S-805276 Principal: Michael Gaspard,LLC Type of Bond: License Classification: Highway/Street Permit License Number: Remarks: Street Permit Original Date of Issue: 6/22/2011 Cancellation Effective: 8/12/2013 By virtue of this notice the bond will be cancelled and all liability of said company will cease at and from the time and date stated above without further notice. Such action is caused by reason of- Non-Payment of Premium Copies of this notice were mailed to: Principal: Obligee: o Michael Gaspard,LLC Town of Barnstable 225 Gosnold St. Licensing Authority Hyannis,MA 02601 200 Main St Hyannis,MA 02601 Additional Principals: Additional Obligees: AGENCY: 20-0379 Rogers And Gray Ins Agency Inc COMPANY: NGM Insurance Company . By: s ". Date: 8/19/2013 Attorney-in-fact 68-QQ-4040a CM i ' SENDER: COMPLETE THIS S � ' I 4 1 "V..I I I ,-, --. ism& ® Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. - ❑Agent ■ Print your name and address on the reverse X ❑Addres ee so that we can return the card to you. B. Received by(Printed Name) C. Dat De ery ■ Attach this card to the back of the mailpiece, , or on the front if space permits. D. Is delivery address different from item 1? Yes 1. Article Addressed to: If YES,enter delivery address below: ONO I �35� rCi� 1s�} 3. Service Type 6�3a EKCertified Mail ❑Express Mail ❑Registered O Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7 012 1010 0000 2843 7381 i (Transfer-from service label) . PS Form 3811,August 2001 Domestic Return Receipt 102595-02-M-1540 I I UNITED STATES POSTAL SERVICE Firsr--Class Mail Postage`&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • I I M TOWN OF BARNSTABLE BUILDING DIVISION ,:f ` ± 200 HYIN ST. ANN S�MA 02601 I I i i I I -:01 4+.��0200 11ll,1,'I'll III Illllnli� lIII I lll�li��li�ii�liNlllll�lu� •. • co NIM _ m I A L U S co F ru Postage $ `ICJ MA 02� O Certified Fee ` O Return Receipt Fee �+ Postmark 0 (Endorsement Required) _ ,`AHarp Restricted Delivery Fee MP p (Endorsement Required) C3 Total Postage&Fees $ USPS rq ru Sent To r=i c1,�_._. Gas �-d, - N a�vll ' ------ � Street,Apt No.; IL or PO Box No. ----- evJ ` r-- ZIP+4 C--- ------------- City,State, Certified Mail Provides: a A mailing receipt n A unique identifier for your mailpiece n A record of delivery kept by the Postal Service for two years Important Reminders: .. o Certified Mail may ONLY be combined with First-Class Maile'br Priority Mail®. o Certified Mail is not available for any class of international mail. e NO.INSURANCE'COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. n For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. n For an;additionaHee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3600,August 2006(Reverse)PSN 7530-02-000-9047 Town of Barnstable .� Regulatory Services a Thomas F.Geiler,Director '* saxxsz'as�. " Building Division Mass. 039• � Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 May 8, 2013 Michael&Donna Gaspard 356 Bay Lane Centerville,MA 02632 Re: Zoning Complaint Property ID: Map 186 Parcel 018 Locus: 356 Bay Lane, Centerville Zoning: RD-1 Single-family Residential Zone Dear Mr.&Mrs. Gaspard, Please be advised that this office has received a complaint concerning sigiiage located on your property. It is reported that an outdated sign displaying a DEQ number as well as your contracting sign are still present well after the close of the related building permits. I must inform you that in all single family residential zones, signs advertising a business or service are not allowed as a matter of right. Of course, an exception is made during the construction process for those contractors working under an open building permit. In this case,I did confirm that the applicable permits have in fact been closed out and therefore any associated signage remaining in place would constitute a violation. Please take immediate action to remove the offending signage as failure to comply may result in citations of$100.00 per day per violation. I will be happy to discuss this matter with you in the event that you require additional information. You may reach me at directly at 508-862-4027. rely, Robin C.Anderson Zoning Enforcement Officer i i I. T U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flood Insurance Progrmn Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION FOR'INSURANCE COMPANY USE Al. Building Owner's Name Michael&Donna Gaspard Policy Number: _ A2. Building Street Address(including Apt.,Unit,Suite,$nd/or Bldg.No.)or P.O.Route and Box No. Company NAIC'Number. 356 Bay Lane f `_ j City Centerville ` State MA ZIP Code 02632 �> A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) ; Assessors Map 186,Parcel 18;Lot 4 Land Court Plan 35308A,Sheet 2 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude:Lat.41.64139 Long.-70.35972 Horizontal Datum: ❑ NAD 1927. N NAD 1983 A6. Attach at least photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 7 AB. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1 750 sq ft - a) Square footage of attached garage 630 sq It i b)/Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 5 within 1.0 foot above adjacent grade 0 1 c) Total net area of flood openings in A8.b 507 sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? N Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number 62.County Name 63..State Barnstable 250001 Barnstable MA 64.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.flood B9.Base Flood Elevation(s)(Zone 0016 D April 3,1978 Effective/Revised Date Zone(s) AO,use base flood depth) July 2,1992 A 10 11 B10. Indicate the source of the Base Flood Elevation(BFE)data•or base flood depth entered in Item B9. ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: N NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes N No Designation Date: ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' N Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete.. C2. Elevations-Zones Al-A30,AE,AH,A(With BFE),VE,V1-V30,V(with BFE),AR,ARIA,AR/AE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only,enter meters. Benchmark Utilized:M280T Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. N NGVD 1929 ❑NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 5.9 N feet ❑meters b)Top of the next higher floor 14.4 N feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N feet ❑meters d)Attached garage(top of slab) 13.9 N feet ❑meters e)Lowest elevation of machinery or equipment servicing the building 32.8 N feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 5.5 N feet ❑meters. g)Highest adjacent(finished)grade next to building(HAG) 13.4 N feet ❑meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support 5.4 N-feet ❑meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed.by a land surveyor,engineer,or architect authorized by law to certify elevation information.I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. j'r lb ` r Xlp ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a r` rr)F is « ❑ Check here if attachments. licensed land surveyor? N Yes ❑ No I ' Certifier's Name Robert M.Perry .License Number MA 35880 civil Title President Company Name Cape Cod Engineering,Inc. Address P.O.Bo 7 City East Dennis State MA ZIP Code 02641 Signature Date Jan. 18,2013 Telephone 508-385-1445 FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. tLtVA I IVN IaK I IrIk;A I t,page Z J� IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.;Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No: Policy:Number.: 356 Bay Lane City Centerville State MA ZIP Code 02632 Company NAIL Number. r SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments Mechanicals are in the building atti Certification for flood vents is availble upon request. Signature tDate } SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El—E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B; and C.IFor Items E1—E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or El below the LAG. ti E2. For Building Diagrams 6-9 with permanent flood openings rovided in Section Items 8 and/or 9 see a es 8-9 of Instructions), h 9 9 pt o next hi her floor � P ( P 9 9 (elevation C2.b in the diagrams)of.the building is ❑feet El meters ❑above or C]below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. I E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G. f SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments I ❑Check here if attachments. I SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by or ordinance to administer the community's floodplain management ordinance can complete Sections A,B;C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10.In Puerto Rico only,enter meters. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a.licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(.without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4—G10)is provided for community floodplain management purposes. 6 G4.Permit Number 65. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued' c: G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: El feet ❑meters Datum f G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum { G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date i Comments f ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. 4 ,�,�EDS �..-E��T1 p� Z T (a 6 F� j ._ t P TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 1 r -^ Map �% Parcel ��Application # Health Division ��� Date Issued (Q Conservation Division y Z �� 5�� ,d � '-Application eel Planning;Dept: Permit Fee �_�3 . ( yJ Date Definitive Plan Approved by Planning Board oc 71Zc.�l`B� Historic OKH Preservation / Hyannis Project Street Address b &N 'Le, CrnnI-ury Ic MA Village Owner P i Onr�6 7 ne_ 6 6nRL Address ICA- 6 w►n is /* Telephone Permit Request Arno �- � ►�� �on�/e 13 bwAf00"1 NF O�Yi�b c�s T yx-mo Ind" $o B Ou rm e- . �i.•.rJL-�°i Square feet: 1 st floor: existing 1215 proposed 2nd floor: existing proposed 0381 Total new ZM Zoning District Flood Plain Groundwater Overlay Project Valuation 195�QQ> Construction Type Lot Size 3 yl 5F . Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family-=Ir Two Family ❑ Multi-Family (# units) gAge of Existing Structure Historic House: ❑Yes RrNo On Old King's Highway: ❑Yes &No ` Basement Type: ❑ Full ❑ Crawl 3�Nalkout ❑Other Basement Finished Area(sq.ft.) 0 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Z Half: existing new Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing new 6 First Floor Room Count _ 3 Heat Type and Fuel: a Gas ❑Oil ❑ Electric ❑ Other o ^µ.J f Central Air: dYes ❑ No Fireplaces: Existing 2 New Existing wood/'coal stove:S 0 YeeDC(No cv Detached garage: ❑ existing .❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑mow Sze_ 7 Attached garage: C(existing ❑ new size _Shed: C(existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ %o rn Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name %r�n�A p Telephone Number 6-00 0 — T Y 4 9 Address S�_ License# 77816 (�1 C-nn i s MA 026D I Home Improvement Contractor# 036s22 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ovfrte_ �a-n��► B 4 SIGNATURE DATE It i� FOR OFFICIAL USE ONLY APPLICATION# ' r ' i DATE ISSUED L;'MAP/PARCEL NO;i"l L f 1 ADDRESS VILLAGE 1 S ` E OWNER \ ti DATE OF INSPECTION: FOUNDA-IOW ,- ",77 L24 1,1Qj ' . FRAME c • LkINSULATIONUi.i�/tic _ r FIREPLACE ELECTRICAL: ROUGH FINAL 'k PLUMBING: ROUGH FINAL- i GASS: . -ROUGH FINAL QFJNAL BUILDING iiL -mlij k,,. jt ;DATE CLOSED OUT l -. ASSOCIATION PLAN NO. �of 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS j Ssq- HE MASSACHUSE'ITS STATE BUILDING CODE MICHELE tic VJFC,11 A t4 IP CUDILO A WC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone ° No.34774 Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' STRJCTUR,klL Check W I f�(� Compliance 1.1 SCOPE Wind Speed(3-sec.gust) . . . ....... ... ..... . ........ . . . . .. ... . .. . ... .... ... 110 mph Wind Exposure Category .. . . . .. ..... . ..... . . . . . . . . .. . . ... . . . .. .. .. . . . . . . . . .�..� 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a storyb� 1 storiOs 2 stories _ Roof Pitch . .. ... . . . . .. . ..... . ... .. . . . ... (Fig 2) f!.�. .'r. ?! . .. ... ..L Z 12:12 Mean Roof Height G — r gh . . . .... . ... .. ... . .. ... (Fig 2) . . .33..t. . . . ....G ft s 33' Building Width,W .. . .. . . . .. . .... .. . ... .. (Fig3) . ..f -3-G. .. . . .. ... •-- Building Length,L . . . ..... . . . . .. . .. ... .. . (Fig 3) . 4r.5. . . . . . . s _ Building Aspect Ratio(L/W) .. .. .. .. . . I .. .. (Fig 4) .f i. .I. . . . . . .. . s 31 Nominal Height of Tallest Opening' . ... . .. . . . (Fig 4) . . (p'.g.'! . . . . ... .. us " _ 1.3 FRAMING CONNECTIONS General compliance with framing connections. .. (Table 2) ... . . .. .. . .. . .. .. . .. .. .... . _ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete . .. ... . .. . . ... . . . . . . . . .. ... . ..... .. ... . .. .... . _ Concrete Masonry . .. . . .... . .. . ... . . . .. . . . .. . ... . . . .. ..... . _. . . .. .. .. . ... . . . . . 2.2 ANCHORAGE TO FOUND 1.3 Anchor Bolts imbedded sA P oprietary Mechanical Anchors as ai altern tive in concrete only ��� t Bolt Spacing-general ... ..2-)/6.¢StSlQ�1'able 4� �Ilie?5.. �7 � � t, n.) (t /Z i3 S l Bolt Spacing from end/joint of plate ..... .. (Fig 5) ...(��_ in. s 6"-12" _� Bolt Embedment-concrete............ .. (Fig 5)......V. .. . . ......: .2 in.z 7" _ Bolt Embedment-masonry. .. . .......... (Fig 5) . . .... — in.r 15" Plate Washer ......................... (Fig 5) .... .. . ... i 3"x 3"x 1/" 3.1 FLOORS Floor framing member spans checked ......... (per 780 CMR 55.00) . Maximum Floor Opening Dimension.......... (Fig 6) .�ft s 12' —_ Full Height Wall Studs at Floor Openings•less than 2'from Exterior Wall(Fig 6) Maximum Floor Joist Setbacks .. .. Supporting LoWbearing Walls or Shearwall . (Fig 7) ... . d Maximum Cantilevered Floor Joists Supporting Loedbearing Walls or Sheatwall . (Fig 8) ... .... ... .. .. ...... =ft s d Floor Bracing at Endwalls .......... ........ (Fig9 — Floor Sheathing Type ....... (per 780 CMR 55.00) . ........ — Floor Sheathing Thickness ................ (per 780 CMR 55.00) . .... ..... .. j in. —_ Floor Sheathing Fastening ................ .. (Table 2)-Ld nails at-4t-in edge/Lin field _ 4.1 WALLS Wall Height L.oadbearing walls ................... (Fig I O and Table 5) .. -aft s:10. _ Non-Loadbearing walls ................. (Fig 10 and Table 5) . . ........�11,:�ft s 20' _ Wall Stud Spacing ................... ....... (Fig 10 and Table 5) .. .... .1-1,L in.s 24"o.c. _ Wall.Story Offsets ........................ (Figs 7&8) ........ ., . —ft Id 4.2 EXTERIOR WALLS' Wood Studs Loadbetiringwalls.. ........... ... ..... (Table 5) C � r 2x �ft in. Non-Loadbeshng walls ................. (Table 5) .... .. . .. .2x f�ft in. Gable End Wall Bracing,' — Full Height Endwall Studs............... (Fig 10) < , WSP Attic Floor Length (Fig 11) ft 2 W/3 Gypsum CerLnplength(if WSP not used):(Fig 11) ft'i 0.9W �- nnd 2 x 4 C Yt u Laeeraf H.aee®6 rt.e.c <v:g ,, .. ... ... .. ......: or I x 3 ceiling furring strips 16"spacing rein.with 2 x 4 blocking 0 4 ft.spacing in end joist or truss bays .. .... .. . .. ... . .. . . . .t. . .. .;. . Double Top Plate r — Splice Length... . .. . . . . . .I v O. . .).<Q uA-' (Fig 13 and Table 6) ... l.D R 4 ft Splice Connection(no.of 16d common nails)(Table 6). ....... .. . .. . . . . . `n 1054 780 CMR-Seventh Edition 12/28/07 (Effective 1/l/08) AyIN OF Ss9cy 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS ajS( �^( t4Q,9 o �tl MICHELE c APPENDICES C4;rLjouILLl�- tP D z CUDILO Loadbearing Wall Connections ° No.34774 cn Lateral(no.of 16d common nails v STRUCTURAL Non-Loadbearing Wall Connections ) (Tables 7) . .. , Lateral(no.of 16d common nails) ......... (Table 8) Load Hearin WallOpenings record largest opening but check all o v �s ON` 8 ( 8 openings for com Tian a to Table 9) Header Spans.. ..... .. (Table 9) ft m. . .... ....... . . Sill Plate Spans . .. . .... . •. (Table 9) ..... ....... Full Height.Studs(no.of studs) ... ..•.. • •• .• ' . • ft_tn. s 1' _ WNon-Load Hearin Wall Openings (Table 9) . .. .. . . . . . .. . . ... . . • ; �� 8 pe gs(record largest opening but check all openings for com i liance to Tab l 9 I Header Spans...... .. ..... . .... .. .. ..... (Table 9) . . Sill Plate Spans.... . . . . . . . • .•••. . • • . • ft n. s 12' - (Table 9) f t . . . .in. 12„ Full Height Studs(no.of studs . . . .. (Table 9) . �n�CtZ Exterior Wall Sheathing to Resist Upliftift and and Shear Simultaneously' T•T' Minimum Building Dimension, Nominal Height of Tallest Opening' . .. ...... . . .. .. . . . . . . . . t N Sheathing Ts 6,8., Edge Nail Spacing ' • .. •• • •••• .• .. (Table 10 or note 4 if less) in. _ Field Nail Spacing Shear Connection(no.of 16d common nails able 10)• . . .. . .. •. . .. . .. . ... IZ i Percent Full-Height Sheathing S, 3—�(Table ]0) noon ., ...noon . . -noon ( able�)3 i.�. .A.. ... . . ..... . . . 0 LtcL�l 5'�Additional Sheathing for Wall with Opening>6'8"(sign Concepts). . . ,, Maximum Building Dimensio ' Nominal Height of Tallest Opening'...... 1 `� note. ... ...... . .. . . . . 2ts 6,8„ SheathingT ' Type . ... .. . .... .. . ....... . (note 4).. . ..... .. .. . . . JL�LSIP Edge Nail Spacing • ' . . • • ••.• •. •• .••... (?'able l l or note 4 if less) in. _ Field Nail Spacing ' '' • ' . .. (Table 11)......... .. . . . . . . •.jZ in ' Shear Connection(no.of 16d co�on nails)(Table 11) . . ...... .. . . Percent Full-Height Sheathin —(Table • . . .. ��•- iv 3 ( t9�C.,. 8 g �'FTT.... , ..31 l.-1>. . . . . .. .... .Z.3 Lf y—t i t 1 .. 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) � _� Wall Cladding P ) Rated for Wind Speed! . ,... 5.1 ROOFS Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang., gun 19) ..••G ft:9 smaller of 2'or L3 _ Truss or Rafter Connections at Loadbearing Walls -- Proprietary Connectors Lg. Uplift-.. .. .............. (.Table 12)..... .............., U= s Lateral .... (Table 12)...... ............. . _ Shear. (Table 12 Ridge Strap Conrteettons,rf collarties.not used. .. �( S= k per page 21(Table 13)�/�... T Gable Rake Outlooker gu ) ft s smaller of 2'or.L/2 Truss or Rafter Connections at No •.•• (Figure 20 Loadbearing Walls Proprietary Connectors Uplift_.. ... ... (Table 14 Lateral(no.of 16d common nails) ).•'•.'' •'' '''''' '' U=---lb. _ Roof Sheathin T (Table 14)......... L e=lb. _ 8 Ype'. ............. (per 780 CMR 58.00 and 59 Roof Sheathing Thickness ._ Roof Sheathing Fastening ; r� n.z 7/16"WSF (Table 2) .�• � {�•.aGa7 Notes: L This checklist shall be'met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the followi and hold downs are trot required per the WFCM 110 mph Guide: ng metal straps a. Steel Straps per Figure 5. b. 20_Gap Slops per Figure I 1 C. Uplift'Stmps per•Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 186 and Figure 18b 2. Exception:requirements shrowe in Tablet:Nightsing 0 and I.I of up . ft.shall be permitted when 5%is added to the percent full-height sheathing . Tan TZ es 10and I I and Fo,'a'-- �_ ...,Z nvRunui inicxness pressure treated#2-grade. v. a. rromTables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements 12/28/07 (Effective 1/1/08) 780 CMR-Seventh Edition 1055 A WC Guide to Wood Construction hi High O'i►rd Arens: I 1 U ►►►ph Whirl Zo►►ez Massachusetts Checklist for Compliance (.ego CMR 530l.2.1.1)'6PrJ1 tAA9� 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment ..wFlia�n+s Eoc�e nEats ow fiYldw�o ueEad w►u AT�tit u u Y M 11 11 .16 11 11 11 11 /1 11 M M ' Ll 11 � it tl, iyy/ 11: V.. it. l tr,►c�aa' - ----- 1,1 See Detail on Next Page VerUcaland Horizontal Nailing for*Panel Attachment A IVC Guide to Wood Construction in High Wind Areas: llll n►ph fVind Zone Massachusetts Checklist for Compliance (780 CM11 S301.2.1.1)' all r i FRAW04 MEMBERS I j 1 STAGGERED %AQ PATIFAM PANEL GE . PAWL ED DOURA NA1L'EDGE SPACM DUft Detell Vertical and Horizontal Nailing for,Penel Attachment w tl" GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code,latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min. 5/9"diameter, 12"long,w/2-1/2"hook spaced_"oJq or;n concroto p;ors .; Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage;Basement,etc.). FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=60 psf Wind.Load Criteria used for 110 MPH Exposure B,unless noted otherwise 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;useE70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300;000 psi,or better. b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=11600,006.psi,or better.' c. Laminated Veneer Lumber;All L.V.L.shall be 1.9E L.V.L.with.Fb=2925.psi,E=1 900 ksi Fv=285 psi,Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,'Fv=285 psi,Fc_per--750 psi, Fc_par--2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5.Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c; Rafter to Ridge Plate: Collar ties min. 1 x6@ 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 48"o/c: CS-14R-50.5"centered at band joist 6. Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32" larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be. retightened at completion of job. 7. Blockine: a. Blocking shall be solid blocking,2x minimum,and full depth of member. b. Stud Walls:provide blocking at 8'-0"o/c,maximum height. Comers to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea. side Blocking Between Studs 2-10d toenails ea.end,or 2-16d end-nails ea.End d. New Framing: Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;attach plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. t�t��rtas Multiple Studs 16d @ 12"staggered a.All nails shall be common wire nails. 0 MICKELE• Gsm b. Sub-bore where:nails tend to split wood. Z CUDILO; -A 9. Headers less than 4'-0",use 2-2x6;all others per MA State Building Code TabY55 (t)aan ((2). a o.34774MICHECUDILO, Consultinq Structural En i 123 Cottonwood Lane, Centerville, Massachusetts 02 p V Drown By: MC Date: o-51alli Drawing Cm'rmV1ue' MA- Scale' AS NOTED Rev. 0 SK- 1 File Name: Project No.: t1CT10N DETAILS FOR THE APA MARROW WALL RRACIH METHOD ,-IGURE 1 NARROW WALL OVER CONCRETE OR MASONRY BLOCK FOUNDATION _ - i Side Elevation Outside Elevation -- ——-- Extent of header(two braced wall segments) ----- I Top plate continuity is — 'j i � Extent of header(one braced wall segment) /required per R602 3 2 Sheathing filler - ,-- . " I• if needed ---2'to 18'(finished width) — e 1 16d sinker nails l • i 1 � (0.148"x 3-1/4") •h Fasten sheathing to header with 8d common ; �+ in 2 rows @ ° nails(0.131"x 2-112")in 3"grid pattern as shown 3"o.c.` w, and 3"o.c.in all framing(studs and sills)typ' ; t 1 ; � � 1 « 1••I �� 11,000Ib.header- �— 1,000 lb.header-to-jack-stud strap ^• to-jack-stud strap •I' on both sides of opening on both sides (install on backside as shown on a, of opening(Ref. Max «; Side Elevation,Ref.No.LSTA24) ;a• No.LSTA24) height o ^' Min.(2)2x4 typ. 10' Braced wall If panel splice is needed it shall segment per ° 3/8"min. I� occur within 24"of mid-height. R602.10.5 i thickness wood i I Blocking is not required. « a structural panel °•° No.of sheathing Min.width based on 6:1 ; height-to-width ratio:For jack studs c r I example:16"min.for 8'height, per table a° 20"for 10'height,etc. R502.5(1&2) l 1• ;M Min.2"x2"x3/16"plate washer -- Anchor bolt per R403.1.6 Typ. — Foundation per code Not to scale nails. i ed a n the res c rb t or better than p equal _.. lance - 'Or other code-recognized fasteners providing lateral rests q _._�_.,_„..... Now: This narrow wall bracing segment meets the minimum requirements for wall bracing FIGURE 2 (racking loads in the plane of the wall). The ! T u _. building designer should determine what spe- EXAMPLE OF REQUIRED OUTSIDE CORNER DETAIL(IRC R602_10. ufic details are necessary ui provide a complete �� load path for using this bracing in the structure. At corners,connect the — ---- 16d nail at 12"o.c. two walls together as / } outlined in this detail to Orientation of stud may vary provide overturning I /� restraint. / — Gypsum,when required, installed in accordance with IRC Chapter 7 a _- �v��le��ovS ��>✓�� - - i--Wood structural panel I�► u 5 w , C J%) MICHELE CUDILO P.E. Consultinq Structurol Engineer 123 Cottonwood Lone, Centerville. Massachusetts 02632 � Sp Drawn By: MC Date: dr 1 t Drawing � � Scale* AS NOTED Rev. p V (Jt� 144 File Nome: Project No.; S K- FLOOD OPENINGS ENCLOSED AREA = 1344 S.F: REQ'D OPENING AREA = 1344 SQ. IN. AREA PROVIDED=(7)SMARTVENTS 8"X16"=1400 S.I. NOTES FLOOD A—ZONE F.F. EL. 11.0 = BASE FLOOD ELEVATION (B.F.E.) 2 x JOIST PER PLAN T.O. WALL EL. 13.0 2 #4 �, T.O. WALL AND . T & B OF OPENING EXTEND 1'-3" BEYOND MAX. TOP EL. 11.0=B.F.E. EACH SIDE OF OPENING Q HYDROSTATIC RELIEF OPENING 8"X16" SMARTVENT X Q FINISH GRADE VARIES SLAB—ON—GRADE N MIN. EL. 5.0 MAX.EL.11 61 EL 5.5 J J Q W 0 X Z Q � g O O I i 00 � 'ON OF MASS � MICHELE Gu � CUDILO O No.34,,774 rn U STRUCTURAL o B.O.FTG. EL.4+/- 0 QEcis-rEA��� SION:d- F 24" 8 FOUNDATION WALL :WITH., HYDROSTATIC RELIEF PANEL DETAIL FLOOD FOUNDATION DETAILS CMS ICpH,ELE CUDILO, @yP(..E.q i. .} MVl•.age^.•` Y!s..i6p Mw k...p {{pp ##gy�pp t#?XNM'Mtrn#^M;tAwN+a9Nr,SVM'.n.•. k-YY^Y,N'uM �onliaulting e.structurm g-Inginp-pY t �� I� �1L 1V1.�` 123 Cottonwood Lane, Centerville, Massachusetts 02632 PROPOSED RESIDENCE Drawn By: MC Date: 05/24/1 1 Drawing 356 BAY LANE Scale: None Rev. 0 CENTERVILLE, MA File Name: Project No.:2011-89 S KS — 1. Andersen Window schedule U11 dut wcation• Ouan" O ACW2040' 1„2".X 4P ACW1840-ACW I84.0:(.L=R,).. 2 3`4"x..4' ADH3256 (AA) C 11 3'2"x 5' ADH!05,0 AD:H2O50 `(AA AAA) D ADH1850 (AA) _C 4 1'8"x 5' ADH21048 (AA) F 62110"x4'8" ADi•421048 (AA) Tenpeed ADH21054 (-AA), 4-T101.'x_ W!. AAN5414 (YJ f 1.51411 x.114„ Fti+ WD5458 "(AALR') j 2fS:'4:,".X.:Wa" Skylights, 'Veiux VSE-MG8 K. 2 W x 54&1/2" The Commonwealth of Massachusetts. Department of 1ndustrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 U www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/EIectricians/Plumbers Applicant Information Please Print LeffibI Name (Business/Organizadon/Individual): 081,ohatA &Ct'tRrr�! Address: 22 City/State/Zip:_@44e;m O26,91 Phone-#: g^D `g Are you an employer? Check the appropriate box: ' Type of project(required): 1.Y1 am a employer with. 4. f I am a general contractor and I p 3 6. ❑New construction employees(full and/or part-timel.* have hired the strb-contractors . 2. I am a soleproprietor.or'partner listed on the'attached sheet T. 0 Remodeling ship and have no employees These sub-contractors have . g. ❑DCMDlitiOn working for me in any capacity. _ employees and have workers' 9 Building addition [No workers'•comp.-iasurance comp. insurance.$ required) 5. We are a corporation and its 10.0 Electrical repairs or addition 3.❑ I am a homeowner doing all`work officers have exercised.their l I"❑Plumbing repairs or addition myself. (No workers' camp. right 6f exemption per MGL 12.E]Roof repairs insurance required.] t c. 152, §1{4),and we have no 13.[]Other employees. [No workers' comp. insurance required-] *Any applicant.that checks box#1 crust also 511 out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work andthen 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. .lam an employer that is providing workers'compensation insurance for my employees. Below is the pollee and job site informatiorf. Insurance Company Name: S aL ey►nbo1L0YG(S Policy#or Self-ins. Lic. #-. Expiration Date: 3 b 0 2 Job Site Address: .35 P�JP� City/State/Zip`&�^4enrtle_ �+2b37— 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 erimirial penalties of a fine up to S1,500.00 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 OfFrce of Investigations of the DIA for insurance coverage verification. 16 hereby certify under thepains andpenalties ofperjury that the information provided above is true and correct Si afore �� Date Phone#: Flssuing l use only. Do not write in this area, to be completed by city or town official Town: Permit/License # Authority(circle one): d of Health 2.Building Depar_truent 3. City/Town Clerk. 4.Electrical Inspector S.Plumbing Inspector Information and Instructions Massachusetts General Laws chapter 152 requires a.1 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 an hire, y contract of 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 stee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartrnents 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 ofsuch employment be deemed to be an employer. MGL chapter 152, §25C(6)also states that"every state or focal 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 witEt the insurance coverage required." Additionally,MGL chapter 152, §25C(7) states"Neither the commonwealth norany of its political subdivisions shall . enter into any contract for,the performan ce of public work until acceptable evidence of conmpliance�Zth the insurapce 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-conti actors)name(s), address(cs) and.phone number(s)along with their certificates) of insurance. Limited Liability Companies.(LLC) or Limited Liability Partacrships (LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for conf-nation 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 Dep'ar roent 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 is the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the peznut/license number which will be used as a reference number. In addition,an applicant t(lic'is applications in any given year, need only,submit one affidavit in that must submit multiple permi dicating current policy information(if necessary) and under"Job Silt Address" the applicaat should write"all locations in city or ( the c town)," copy of the affidavit that has been officially stamped or marke or d by ity town ma be provided to the y 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 Iicense or permit not related fo any business or commercial venture (i e. a dog license or permit to burn 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 Cor monwealth of Massachusetts DeFa tne:at of Industrial Accidents_ Office of Investigations, 600 Washington Strom t . Boston, MA 02111 Tel. # 617-727-4900 ext406 or 1-877-MASSAFE Fax# 617-72777749 Revised I 1-22-06 wvrr,nraSS.gQv/dia -tHErgf� Town of Barnstable °^ Regulatory Services Thomas F. Geiler, Director. 16 hug Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us b Office: 508-862-403 8 Fax: 508-790 Property Owner MU.St Complete and Sign `z'his Section If Using A Builder as Owner of the subject property hereby,authorize 0..�•C— to'act on my behalf, in all matters: relative to work authorized by this building permit application for 3 0 63 (Address"of Job) Signature of Owner Date Print Name { If Property Owner is applying for permit please complete the Homeowners License Exerimption Fonn on the reverse side. r r Town of Barnstable 0—p IHE r Regulatory Services t Thomas F. Geiler, Director r aAMSTABLE, "`"SS& Building Division i6s9• �� Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Plcnse Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners" was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on-which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home,in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.L 1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"cerlifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control, HOMEOWNER'S EXEMPTION t The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2,15) This lack of awareness often results in serious problems,particularly our Board cannot proceed against the unlicensed person as it would with a licensed when,the homeowner hires unlicensed persons. In this case, . Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. REScheck Software Version 4.4.1 Compliance Certificate F Project Title: MIKE GASIPARD Energy Code: 2009 IECC Location: Centerville(Barnstable), Massachusetts Construction Type: Single Family " Glazing Area Percentage: 23% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: #356 BAY LANE CENTERVILLE,MA 02632 Compliance:8.1%Better Than Code Maximum UA:360 Your UA:331 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Ceiling 1: Flat Ceiling or Scissor Truss 1250 38.0 0.0 38 Ceiling 2:Cathedral Ceiling(no attic) 176 38.0 0.0 4 Skylight 2:Wood Frame:Double Pane with Low-E 23 0.400 9 Wall 1:Wood Frame, 16"o.c. 2080 21.0 0.0 92 Window 1:Wood Frame:Double Pane with Low-E 411 0.300 123 Door 1:Glass 57 0.320 18 ver Unc Floor 1:All-Wood Joist/Truss onditioned Space 1426 30.0 0.0 47 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: MIKE GASPARD Report date: 07/21/11 Data filename: Untitled.rck Page 1 of 4 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: Above-Grade Walls: v _ ❑ Wall 1:Wood Frame, 16 o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Skylights: ❑ Skylight 2:Wood Frame:Double Pane with Low-E,U-factor:0.400 #Panes Frame Type Thermal Break? Yes No Comments: Doorsr ❑ Door 1:Glass,U-factor:0.320 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent.contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,-penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: , a (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or . repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Project Title: MIKE GASPARD Report date: 07/21/11. Data filename: Untitled.rck Page iof 4 (c)Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. ' (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum'„ skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions.13 " Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided., o Insulation R-values and glazing U-factors are clearly marked on the building plans'or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. Lj All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam.. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. e Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa).' Duct tightness test has been performed and meets one of the following test criteria: + (1)Postconstruction leakage to outdoors test:Less than or equal to 114.1 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 171.1 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 85.6 cfm(6 cfm per 100 f:2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. ' (4)Rough-in total leakage test without air handler installed:Less than or equal to 57.0 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing:Lj / Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation'has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R=3. Swimming Pools: Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. Project Title: MIKE GASPARD Report date: 07/21/11 Data filename: Untitled.rck Page 3 of.4 I Timer�witcchp on pool heaters and pumps are es nt. =Q' :�v1►cxlEfcLe`plidrlglclvv?70n4)6u@@0►E� PL L L L L L L7f*0 �� Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Cj Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Ej A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for larrip wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Fi Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) t \ t Project Title: MIKE GASPARD Report date: 07/21/11 Data filename: Untitled.rck Page 4 of 4 mu 1-a ►o 0%,19 G Eneren@e—=S,-.U#mno=«a►6®mmno=(XLq@Vv?#Snmm&¶mmonnooip Efficiency Certificate Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Window 0.30 0.31 Skylight 0.40 Door 0.32 0.31 Heating System-.— Cooling System: Water Heater: re Name: Date: Comments: 1 ` r t f r n at ion am r B' 'an May 3, 2011 Attn: Mike -Centerville, M This letter is to notify you that the gas service located at 356'Bav Lane, Centerville:<MA has been cut off and capped. If you have any questions, please feet free-to contact me'@ 781-907-291'9. /' you, ' a, Daniel`Charest Operations Support Gas Customer.Fulfillment= nabonalgrid 40.Sylvan Rd Waltham, MA. 02451 781-90.7-2919 desk 781-522-1057 fax Daniel.Charest@us.ngrid.com 4 N[assachusetts- Department of Public Sjjfety- immi Board of Building Regulations and Standards Construction Supervisor License License: CS 77846 +s Restricted to: 00 tits,, f MICHAEL B GASPARD I' 225 GOSNOLD ST HYANNIS, MA 02601 y` Expiration: 3/23/2012 ('ununisviunrr Tr#: 22435 w l (�� Town of Barnstable BA I E:ASS, Zoning Board of Appeals �,,�5 I Bulk variance - Side Yard Se ckN /-4 A 3 • $� Decision and Notice Appeal No. 1992-61 Summary Granted with Conditions W ZBA Appeal No. 1992-61 ' Applicant: Francis Jones C) Property Location: 356 Bay Lane, Centerville, MA 02632 _ Assessors Map/Parcel: 186/018 , Applicants Request: variance to section 3-1.1(5) Bulk Regulations,,.Min �K side Yard setback of 10 w �y t Activity Request: To permit a garage structure to infringe into"qhe L }e required side yard by 3.71 feet. Background: This decision concerns the petition submitted by Francis Jones, who appealed to the Zoning Board of Appeals for a Variance to the Bulk Regulations, Section 3-1.1(5) , Minimum side Yard setback of 10 feet to permit an. existing garage structure to infringe into the required side yard by 3.71 feet. The applicant owns the 4.70 acre parcel which is developed with a one-story home and an attached garage. The lot is mostly wetlands with one acre of the property being upland. According to plans submitted and titled "Site Plan Location in Barnstable MA, Prepared for Francis & Susan Jones", the attached garage infringes on the required 10 foot side yard setback by 3.71 feet. Procedural Summary: The application was filed in the office of the Town Clerk and at the Zoning Board of Appeals office. on September 28, 1992. A public hearing, duly noticed under M.G.L. Chapter 40A, was opened on October 22, and continued to November 19,. 1992, at which time the hearing was closed and .a decision rendered. The petition was heard by Board Members; Gail Nightingale, Ron Jansson, Luke Lally, Gene Burman and Chairman Richard Boy. The petitioner represented himself before the Board and explained that the garage was built and that it was noticed during a neighbors land survey that the structure infringed on the required side yard setback. Construction plans for building of the garage were approved by the Conservation Commission and by the Building Department: Joanne McMahon, an abutter, spoke in opposition to the granting of the variance because she felt the garage is larger then necessary. The petitioner explained that he was storing an antique automobile within the garage. The Board continued the petition to the November 19 meeting to secure and review the permits and conditions issued by the Conservation Commission and i Decision and Notice Appeal No. 1992-61 the Building Department. At the continuance, it was noted that the plans for. the building were in conformance to the required side yard setbacks but that during construction an error was introduced and the building became partly located on the required side yard area. Find of Facts Based upon the evidence presented and the testimony given the Zoning Board of Appeals unanimously finds as follows: 1. The lots in the area are large, much of which is wetlands, and heavily wooded. 2. The most effected lot by the location of this structure is that of Dr. David B. Elmer, who has written to the Board that he has no objection with the location of the building. , 3. The applicant had a valid Building Permit for the structure and by an error on Mr. Jones part built it infringing on the required side yard setback area. It encroaches 3.71 feet. 4. The garage structure is developed. 5. Variance conditions exist in the extent of wetland, amount of vegetation and irregularities in shape and topography of the lot. 6 Granting the relief sought would be consistent with the spirit and intent of the Zoning ordinance and would not be detrimental to the neighborhood affected. Conclusion: Accordingly, based upon- the information supplied and the finding of the Board, a motion was duly made and seconded that, Appeal No 1992-61 be granted to allow the building to remain as built, and consequently infringing- into the side yard setback by 3.71 feet, subject to the following conditions: 1. There shall be no use of the basement level for any residential purposes. 2. The Lot shall not be further divided. The vote was as follows: Aye: Gail Nightingale, Ron Jansson, Luke Lally, Gene Burman and Chairman Richard Boy Nay: None Order: Appeal No 1992-61 is granted with conditions, a Variance from Bulk Regulations, Minimum side Lot Area Required. Appeals of this decision, if any, shall be made pursuant to MGL chapter 40A, Section 17, and shall be filed within twenty (20) days after the date of the filing of this decision in the office of the Town clerk. This variance must be recorded at the register of Deed. An person a Y y p aggrieved b this decision may. appeal to the- .Barnstable Superior Court, as described in Section 17 of Chapter 40A of the . General Laws of the Commonwealth of.-Massachusetts by bringiag..an action within twenty days after'.the.. decision has been filed in the office of the Town Clerk. . Chairman, Y-n,g ., Clerk of 'the. Town of BIarnstable, Barnstable County, Massachusetts, hereby certify certif .that twent . y ,;(ZO) days . have elapsed since the Board of Appeals rendered its decision in the above entitled petition and that no appeal of said decision-has been filed in the office of the _Town Clerk` Signed and Sealed this. - " ` day Tof 19 9.3_ under the pains and penalties of er ur P J Y• - Distribution:. /� Property Owner .-s-- Ce-ea Town Clerk Town Clerk Applicant Persons Interested Building Inspector Public Information , Board of;Appeals r 1 June-23,2011_ Towrn of Barnstable Building,Division 200 Main Street Hyannis,-MA 02601 Attention.Torn.Perry,Building Commissioner I Dear Mr. Perry: Please accept this;Letter as rtoti#ieatib that:thee water service'at 356 Bay"bane,.Centerville,.P- A 026.3-24&: no longer_in.:operation,. Thank"yoga for your atte'ntfon to this notification: Best.regards;: IVKattkew 5colEtti . Licensed Plumber" #2704:1:, sops - 1 . r June 23,,2011 Town of Barnstable Building Division 200 Main Street Hyannis, IVIi4 02601 . Attention:Tom.Perry,Buildh1g Commissioner Gear Mr. Perry: Please=accept this..letter as notification-that t.he-ekectnca.Lsetvice at 35-6_Bay L�he Centerville.MA,.02632 is no longer in_operation,above.the-basement-level of the structure. Thar►k-you foryour attention to this notification. Best regards,: . t Brian Lawrence l 'Utensed Mectrician ##34260'i~ Client#:5 796' GASPMICf THIS:cERm icA'1-IS IssuEa.As: r tAT rEFr of FoRP&ATtGwo ANo CONFERS;'No RiGaTs u tom#TIE GERTtE•icATE:noL DER:_Tf3m CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED,BY THE POLICIES SELOW.IUS C #FICA'TE OF INSURANCE DOES NOT C©NSTMTE A 00WAACT 1:6WEEN44 1SStli1NG 4NSURE-R(Si,At)T410R 2ED REPRESENTATIVE OR-PRODUCER,AND THE CERTIFICATE BOLDER IMPORTANT-If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If'SUBROGATION IS WAIVED,subject to .the.terivIs;and condt#icos of:thepolicy,dale Adesmay require.an ezadwiement.A::statement;on_this:cwtlflcate:does_ems c oakrs to the certificate holder in lieu of such endorsement(s). "FR61wcEli: - `NAME: Mina Vaughan Rogers&Gray ins.-So.Dennis px,wo£cti:, .50 8 398-7980 AtC J10 434 Route 134 F-MAIL ADDRESS.- P.,0.Box'fw , South Dennis,-MA :026.60-1.6.01 cusroMER ID : _INSURER(S)Af.'fORDING'.COVERAGE Nlttc:# INSURED iasuREs,A.:Nat'l Grange Mutual Insurance.C Mtchw GmpalvdUC` INSURER B:Associated"Employers Insurance Aba Renovation Specialists WSURER C: 225 Gosnold Street. fGLSEf13L�'f;2 Hymmisl KA• 02W!- - INSURER E _fNSURERT COVERAGES_ CERWICATE NUMBER: REVISION.NUMBERI THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY-PERIOD INDICATED.=tdOTlffHSTANI)tNG ANY,REOUIRE•MENT;-TERM-OR,CONDITdON-OF AN'Y CONTRACT OR-OTHER I Ui4ENT;WI..THjRESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES.DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, E7ECLIUSION^SANU.COMA,ONS:OESUCf+POLICIES.LIMITIS%SHOWN-MAY.HAVE BEE REDUC€68Y':fAfDCLAIMS.INSR ! TYPE OF INSURANCE DDL R OLICYEFF POLICY EXP POLICY NUMBER IMMIDDJYM IMWWIYYM LIMITS A GENERAti LIABILITY MPP66728 55/17/2011 '05MT12OU EACH OCCURRENCE $1 POP= X GO' M AERGV4: NERAL-LIABILITY- i'PREMISES;Ea.oc:ciurerica: $m8do' CLAIMS-MADE ,L_^J OCCUR IVIED EXP.(Any one pion) $5,000 PERSONAL&ADV INJURY $1,000,000 GENERA'AGGREGATE $2 001f;0Wf' GEN'L.AGGREGATE.LIMI.T,APPLIES.PER: PRODl1C75-:COMP/Oh_AGG..;$2;000;,0()O POLICY JECT PRO \ LOC $ At1TF3M0f31[ELCAf31Ek6.Y.`. ? i COMBINED:SINGLE 1110T, (Ea accident) $ ANY:AUTD I?•WILY40URY(Per pe—) 4 ALL OWNED AUTOS BODILY INJ.URY.(Pe¢:acddent};,$ _ SCHEDULED-AUTOS = PROPERTY DAMAGE JHIRED:AUTOS � -(Per.accident) $ NON-OWNED AUTOS $ C `! t.73MAi�ELi:A�JA$ i':OCCllR i � zEACI'7:3)C(AJRREIICE $ _ EXCESS LIAS H CLAIMS-MADE, AGGREGATE $ DEDUCTIBLE I $ RETENTION $ B. 'WORKERS COMPENSATION WC.C5007999.01201-1- 3/06/201.1-,.03/06/2l1! TcsTATu- oTH AND`F.MPIAYERS uABwar YIN';' ANY PROPRIETOR/PARTNERIEXECUTIVEE,MIA E.L.EACH ACCIDENT $500,000 AF.FICER[MEMSEREXCLUDED? . I (#darrd8Ym7fIn H1 ` £.L.DISEASE-£A£-MKOYEE'swoow H yes.descYihe under DESGRFPTfOPP OF O".TfONS wfaw:" E.L.DISEASE-POLICY-UNT E$500.000- DESCRtPTTON:f�iOPERATiOtOr:lFSEATfONS/.VENfCEEs(AftactrACQRD:fflk,:AdditreRiakRema€ks•Sck+edula,li.more sf+ace'ig ee4€�i�d�: * Workers Comp Information-ProprietorsiPartners/Executive Offters/Members Excluded:Michael Gaspard, $Ole i xqui * CERTIFICATE HOLDER CANCELLATION 10 Days for Non-Payment I ' SHG2"ANY OFT H@t( F]€3Er lEEQ. ;B�C�4R€ BEEtDRE THE EXPIRATION DATE-THEREOF;'NOTICEWILL BE-DELIVERED IN Town-Of-Barnstable ACCORDANCE WTH 711E POLICY-PROVISIONS. attn:Bldg Dept,200 Main St. mortis;M•A 0260'f AU.TMRIZED:REPRESENT=%& gt ACORD:CORPORATIM Att-rights,resenred: ACORD 25(2009M09) 1 _of 9 The:ACORDAame:and-logo are registered Awks.of:ACORD #S68253/M68252 MLV '4 Doc z 997.064 03--24--2005 11237 Ctf-0 2176206 BARNSTABLE LAND COURT REGISTRY QUITCLAIM DEED I,FRANCIS JONES of 356 Bay Lane,Centerville,MA 02632 for consideration paid of SIX HUNDRED AND THIRTY TWO THOUSAND AND FIVE HUNDRED AND N0/100 ($632,500.00)DOLLARS grant to MICHAEL BENJAMIN GASPARD and DONNA LYN FLANAGAN, as Joint Tenants with Right of Survivorship,of 356 Bay Lane,Centerville,MA 02632 with QUITCLAIM COVENANTS, That land with the buildings thereon situated in Barnstable (Centerville), Barnstable County, Massachusetts more particularly described as follows: LOTS 4 and 5 on Land Court Plan 35308-A(Sheet 2) LOT 1 on Land Court Plan 35762-C Subject to and with the benefit of all easements,restrictions,and other matters of record to the extent the same are in force and applicable. For my title, see Land Court Certificate No. 171188. Property Address: 356 Bay Lane,Centerville, MA 02632 IfASSACMETTS STATE EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 03-24-2005 A 11:37aa Ct1B: 911 DocO: 997064 Fee: 62063.15 Coas: $632r500.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE LAND COURT REGISTRY ; Date: 03-24-2005 & 11:37as Ctl:: 911 Doc4: 997064 Fee: $1442.10 Cons: $632,300.00 J WITNESS my hand and seal this*%q day of March,2005. jcis�o-4nes ;E-:�� COMMONWEALTH OF MASSACHUSETTS Barnstable,ss March 2-Y, 2005 Then personally appeared before me the above-named Francis Jones who proved to me through satisfactory evidence of identification, which was a Massachusetts Driver's License, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose and as his free act and deed. otary bii My commission expires: ,. ••IIFYC VIP �' r•••• fir. . %"�� � � A TRUE 00",ATTEST 2 F.mFAPF.,RmisTER BARNSTABLE REGISTRY OF DEEDS . J LICENSE OR PERMIT BOND BOND NO. S-805276 KNOW ALL MEN BY THESE PRESENTS THAT WE, Michael Gaspard, LLC of 225 Gosnold St. Hyannis, MA 02601 as Principal, and NGM Insurance Company a Florida corporation with its principal office at 55 West Street Keene, NH 03431-7000 as Surety, are held and firmly bound unto Town of Barnstable in the sum of One Thousand and 00/100 Dollars ($ 1,000.00 ), for the payment of which sum, well and truly to be made, we bind ourselves, our personal representatives, successors and assigns,jointly and severally,firmly by these presents. The condition of this obligation is such,that whereas the Principal has obtained,or shall obtain, a license or permit from the Obligee for Street Permit at 356 Bay Lane, Centerville, MA 02632 for the term commencing on the 22nd day of June 2011 and ending on the 22nd day of June 2012 NOW, THEREFORE, if Principal shall faithfully observe and comply with all terms of the underlying license or permit,and all Ordinances, Rules and Regulations, and any Amendments thereto, applicable to the obligation of this bond, then this obligation shall become void and of no effect,otherwise to be and remain in full force and virtue. The Surety may, if it shall so elect, cancel this bond by giving thirty (30) days written notice to the Obligee and the bond shall be deemed canceled at the expiration of said period; the Surety remaining liable, however subject to all the terms, conditions and provisions of this bond, for any act or acts covered which may have been committed by the Principal up to the date of such cancellation. PROVIDED, HOWEVER, that this bond may be continued from year to year by certificate executed by the Surety hereon. Regardless of the number of years or terms this bond remains in effect, and regardless of the number and amount of claims that may be made,the maximum aggregate liability of the Surety is limited to the penal sum of the bond. SIGNED, SEALED AND DATED on this 22nd day of June 2011 Michael Gaspard- LL C By NGM Insi4ance Com an Patricia Tome Attorney-in-Fact" 68-QQ-0002-08 ®NGM INSURANCE COMPANY POWER OF ATTORNEY A member of The Main Street America Gawp S-805276 KNOW ALL MEN BY THESE PRESENTS:That the NGM Insurance Company,a Florida corporation having its principal office in the City of Jacksonville,State of Florida,pursuant to Article IV,Section 2 of the By-Laws of said Company,to wit: "SECTION 2.The board of directors,the president,any vice president,secretary,or the treasurer shall have the power and authority to appoint attomeys-in-fact and to authorize them to execute on behalf of the company and affix the seal of the company thereto,bonds,recognizances,contracts of indemnity or writings obligatory in the nature of a bond, recognizance or conditional undertaking and to remove any such attomeys-in-fact at any time and revoke the power and authority given to them." does hereby make,constitute and appoint Patricia Tome its true and lawful Attorney-in-fact,to make, execute,seal and deliver for and on its behalf,and as its act and deed bond number S-805276 dated June 22, 2011 on behalf of ****Michael Gaspard, LLC**** in favor of Town of Barnstable for One Thousand and 00/100 Dollars($ 1,000.00 ) and to bind NGM Insurance Company thereby as fully and to the same extent as if such instrument was signed by the duly authorized officers of the NGM Insurance Company;this act of said Attorney is hereby ratified and confirmed. This power of attorney is signed and sealed by facsimile under and by the authority of the following resolution adopted by the Directors of NGM Insurance Company at a meeting duly called and held on the 2nd day of December 1977. Voted:That the signature of any officer authorized by the By-Laws and the company seal may be affixed by facsimile to any power of attorney or special power of attorney or certification of either given for the execution of any bond,undertaking, recognizance or other written obligation in the nature thereof; such signature and seal,when so used being hereby adopted by the company as the original signature of such officer and the original seal of the company,to be valid and binding upon the company with the same force and effect as though manually affixed. IN WITNESS WHEREOF,NGM Insurance Company has caused these presents to be signed by its Assistant Vice General Counsel and Secretary and its corporate seal to be hereto affixed this 11th day of March.2011. c NGM INSURANCE COMPANY By: 3 .'9���ryggrntiia1M Bruce Fox Assistant Vice President,General Counsel and Secretary State of Florida, County of Duval On this I lth day of March,2011 before the subscriber a Notary Public of State of Florida in and for the County of Duval duly commissioned and qualified,came Bruce Fox of the NGM Insurance Company,to me personally known to be the officer described herein,and who executed the preceding instrument,and he acknowledged the execution of same,and being by me fully sworn,deposed and said that he is an officer of said Company,aforesaid:that the seal affixed to the preceding instrument is the corporate seal of said Company,and the said corporate seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Company;that Article V,Section 2 of the By-Laws of said Company is now in force. L IN WITNESS WHEREOF,I have hereunto set my hand and affixed by official se ........... .. TAgFM PHILPOi • EVIree 10f1/1011 ..Wpltlp"pYry M..M E I,Brian J Beggs,Vice President of the NGM Insurance Company,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by said Company which is still in force and effect. IN WITNESS WHEREOF;,I,haVebvrreunto set my hand and affixed the seal of said Company at Jacksonville,Florida this 22 day of June 2011. , ► � z r•� yy �� •'tAumaW�t ��,. r , WARNING: Any unauthorized reproduction or alteration of this document is prohibited.I t. TO CONFIRM VALIDITY of the attached bond please call 1-603-358-1343. TO SUBMIT A CLAIM: Send all correspondence to 55 West Street, Keene,NH 03431 Attn: Bond Claim Dept. or call our Bond Claim Dept. at 1-603-358-1229. Michael Gaspard LLC 225 Gossnold St. Hyannis, A 02601 July 20.201.1,;201.1. . r Town,of.Barnstable Building.:Division_ 200 Main Street Hyannis, MA 02601 Attention:Tom Perry,Building Commissioner Dear Mr. Perry: , Please accept`this.letter as notification-that and door glazing WAF lie protected`as-per lr"i& wind code CMR.780. A There will be%" plywood with fasteners sized, labeled and stored onsite at 356 Bay La. Centerville, MA. 02632. Thank you for your:attentlon to this notification. Best regards, /10 �� Michael B.Gaspard 4 CAPE COD ENGINEERING, INC .Robert M. Perry, P.E. 'P.O.BbX 1517 r FAst Dennis,MA 02641 Tel 508-385 1445[Fax 508-385-1446 b2WgMQeapec- net July 20,2011 Town.of Barnstable Building Department Attn: Jeff Lauzon 200 Main Street Hyannis.MA:02601. Re:356 Bay Lane BuildineP'ermit Annfication Dear Mr..Lauzon,- t Based upon my understanding of Mike Gaspard's plans for renovations to"the existing. single family dwelling I offer-the following:assessment with regard to the basement space and its status as a"story, above grade"as defined. ` To qualify as a story above grade,the proportion of the foundation wall-perimeter showing greater<tban a 6 if.distance between the-finished ground surface and the finished.floor surface.,above the,basement floor.must be greater.than.50%of the total- foundation wall perimeter length. Measuring thebtalding:perimeter around the foundation wall,the gro}� ed conditions are intended to result in a ratio formulated as follows: o Distance where the finished-floor surface above the basement floor is less than 6 ft above the fipished:ground level= 120.0 linear ft Distance where"the.finished.floor surface.above:the basement-floor is.greater than 6 ft.above the finished ground level=92.7 linear ft. o Total foundation wall perimeter distance= 120.0 ft-+92.7 ft.=212.7 ft.. 92.7 ft. (greater than 6 ft.exposure)/212:7'fft. (total length)X 100`%=43.C% Therefore the basement space does'not qualify as a story, above grade. Thank you for your-'assistance,with this project Sincerely, OF Cape Cod rz i ring,I►6 RME tT P£R�Y . GNIL Robert Perry,P. No.ssseo �aJst, �J0 L !j, (/OAjes C� T�Yv,Zee root TI Ca 7� Gam✓ �'� ` i`�S dew lle�&- L/N s Assessor's office(1st Floor): - , Assessor's map and lot number. - �O �.f, �_ �E C Sr�s.'.E Board of Health(3rd floor): c MSTALLE �� o _ n1 '� �j 0 �ND tN C01W Sewage Permit number c� ' / s / •rIT� Engineering Department(3rd floor): ; , —?— ,; ` ,�„YtRo•rrL•E M,Ss LE J House number r NMENTAL C®D i639. Definitive Plan Approved by Planning Board t t s19 TOWN REG'U� Y 6 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only, Apr:�jOVEDTOWN , OF - BARNSTABLE n�: Die ror ,ervatl0n'00 U I L D I N G INS E C O � i , _ = CATION FOR ERMI � `` ,��-+�- ��¢ ��� rYPEOF CONSTRUCTION ��.A �ZG� r Li 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following inf rmation: Location Proposed Use , Zoning District f1 Fire District Name of Owner 0 '74x-dg—Address 13S"4 'eenllt!�I—azee Name of Builder _ Address ` � � - � `le Name of Architect '��� �' Address jrJ(o L4',V Number of Rooms Foundation Exterior Roofing Floors Interior Heating Plumbing Fireplace Approximate Cost Ir i� Area Diagram of Lot and Building wit Dimensions Fee �r d OCCUPANCY PERMITS REQUIRED FOR NEW DWELLI S I hereby agree to conform to all the Rules and Regulations of the Town arnsta a regarding the above construction A Nam C nstruction Supervisor's License ®o S6 7� JONES, FRANCIS & SUSAN No Permit For AD GARAGE L Sinaie Famii VDwel ncr - r Location 3 5 6 Bay -Lame '' zi i , 1 i - f'' f �• { , CeHtervig. / Owner FrancijFra Jones Type of Construction,~t t. • f i t Plot Lot ,' !! t fy / ` •_ Permit Granted! January' 16 �`19 92 !� 1 J Date oflnspectio !-' 19 ✓ > 1 Date Completed- i : /i ;19 Sri `/ V ., {,� � I •�: ;� c_ ti + tl 41 tip /, .^ e �• 1' , . - _ •, _- 41 on .' ✓ . 'F, 6s i;�. -gam t d,.*5' �'� ✓i t _ � I ' i +" • .,t / '�. .. i {.. F' 4i Tn c9 o� io '3 Ze ' Cx��r• �oc)Nt�cioll °� � l v ol Lli n o , Ilk �'►� 7N� oRluv. P ►J SNaxO PA- t(��IEO PAR, s IV IT I5 1 OT -rH� P� r UL �AMP�. l►�1C� • D E: ctI1019�. RP►� - W ScR� .3s - �. 011 Vs 1,6 -111� Ae. tP�11p! `�UR>�t;��O�zS Pf�C,-j'ICItiICy F�1L�.��h�.�1v�T1.5� "11t� (�•Cr�;i���}�, �� S�P11✓1�,'�t✓R 10;t99'? ��,1.�' i'I = (�j� c -1��. �ou�to�`�ta►� �5 z , s1>vl�� 5r���t_ cz. S�tE�T �,t�lrc.-h-1 �eA �r. C9 PRIMA R Y _ L00 TION i A a STEPS , � did Ind PROPOSED K / RAGE . �� � o� r1 r rid .0 .22r�Q 3-y 41�� • _ � S ( t T T-7 r.-I r.1 6 r � Jt. P° !I If j �1,� \ I' \ �I �f k � I �_! I1 s , �y r ��� �•�.�.�: — i _ �) { i� 1 � L'. ''r'S, .: f '�`�-- �' \ I 1 II!� ~_ f � I �y—� � (. i II i _ � i! ..•; it "��f ':*/ s •,,, `i. 4,• , r i' t off! 7gi r u?/x k'•i N lPr 5',r yy =� .t�..:•v- �.. �" fi 'C r :'? ./3 U :;:�;�1; s y ;y �,!}'•�'P(i 1= t tic-'��r t'. � .,vy 'r•!4' .�...s...� it _ �S i ••S'.A �1;' �� f�N'; k *y; � L M• -�.x�,-a.ai;:t 7 :�k k� �i - :1-' Y. �,*'�:. `s,h s`i:. '�•��S •�' `���j a� � yn?r ;�f",� y r � ,.�S'�� /�' -., 1,rae+.:,....•w+wWvsa..,s.,, <..wa..,• _ ! 'r .w:�++-e,+'+.a.:r...,«tG1.41•���y„ysap "+s �ls Fle !„ 4` .ti .1 �,� , ,"�.. �' ;�.0 :� �• ,'7 J �,.` �Y1,. �— ,Y`L W4aM•f1wP+Ywwy,PACgi'yy,�,�pll.,W a. r-.w.i•IWwMylM�wy 1 , x :f • u4A v r_ rf �• r y y •.Gir 1 P P � j-!rtfy. t`i� � y.r..�.�Av4M J O;�ig91St43Y•.i+3--t`'SICyI.rtr.7L- —. "thz:am+.=.-.�r.a..::al. '�I'f=\;: {-. , •seataTr��r1par �W•%16-�=1 I yOIN(t0` W' O 4 w ,A,NSTA .� ; The Town of Barnstable M& Inspection Department 1619. 367 Main Street, Hyannis, MA 02601 508-790-6227 Joseph D. DaLuz Building Commissioner September 15, 1992 Mr. Francis Jones 356 Bay Lane Centerville, MA 02632 RE: A=186 018 . , 356 Bay Lane, Centerville Building Permit #34799 Dear Mr. Jones: Please provide this office with a certified plot plan showing the location of the garage relative to the distance from the sideline of the property. y Thank you in advance -for your prompt attention in the above matter. Very' truly yours, ichard R. Bearse Building Inspector RRB/gr i } t Form No .T824C D July 15, 1978 250k $TRANS I� , } , lexicore ®M S 1$a ®e s g n PRESTRESSED CONCRETE SLAB $ X 2 4 S E_. CTION PLU$ i safe ®mod Td�fe See instructions on. back side of sheet for using this:table. `2":' STRUCTURAL TOPPING -: UNIFORMLY DISTRIBUTED SUPERIMPOSED*. LOAD IN PSF 74. Strand, M in. OMn in Span Length (2) in Ft. Standard.•' Strands Area `, Ft.-Kips Ft.-Kips -'- Designation, No &Sae Sq.In.` per Unit per Unit 15 16 17 18 19 20 21 22 23 24 25 " 26 27 28' 29 30 31 32 33 " T824C•D58. 4-1/2 0 576".' 45.11 67.91 433 '402 374' 350 328 308 284 255 226 199 174 152 133 �116`� ,100 864 73. r,62 51:: T824C-D50 2-7/16 0 504 : 40.77 61.53 432 "401 373 349" 323 288 255 `222 194 169 146 127 109 93{ r%^67 ,., T824C-D43 4-7/16 0 4'2 -` 36.43 54.27 430 399 371 326 286 i 250 216" 186 161 138 119 101 85 71x 59 4.7n 2-7/16& T824C-D38 0 376.;: 33.05 48.27 419 376 325 283 247 216 1 185 159 135 115 97 81- 67 54 43 2-3/8 T824C-D32 4-3/8 0.320 29.68 41.97 371 318 274 237 206 179,, 155 131 110 92 75 61 48 T824C-D29. 2-1/2 0 288 :` 27.75• 38 22 323' 284 244 210 '.182 .157 •136 115 95 78 63 50 I 2-3/8& T824C D28 0 276 27.03 36 79 317 271 232 200 '`;172 149 129 109 90 73 58 45 2-5/16:. .. ..*TABULATED LOADS ARE BASED ON U 1.4D+1 7,LAND WITH ALL LOAD SUPERIMPOSED ON,THE STRUCTURAL SECTION CONSIDERED AS LIVE LOAD."(ALSO SEE NOTE 6) PHYSICAL.PROPERTIES OF STRUCTURAL. SECTION AND SPECIFICATIONS T P - a Wt= 25psf Ig = 843 fC" 5000 psi fps P 250 ksi' A:' 109.7 m. " 2 in.4 O PLUG ��t. 3000poi ' °I N•A. STRuG SEC l0►.1 ;` N.A. FLEXICoRE 4 T T t ': 6.25 in Igo' 1547.1 in.. f�l = 3500 psi fsi ._''175 ksi ffr-F Grouted-weight of structural unit is 82 psi or164 pit.based on concrete unit welghtof 2."Desl n is basedon ACI Standard 9.. "Building Code Requirements"for Reinforced Concrete- 4 3:""For spans In shaded area ccnsil!your toeal"manu'lacturer L, - i in 4. No "shear reinforcement is required for the tabulated loads. Tabulated loads to the left of solid stepped line are controlled by shear strength he con- •23:875 N 5'.. of p i st of r tV Crete.Shear reinforcement may be added to Increase the safe loads FLEXICORE f� P51.� :WsF Sl P?fl 6.:Tabulated loads to the right of.dashed,ste stepped line are controlled b 9 PP y permissible flexural a s °�. tension at service loads., k �' load In ry T:'Tabulated talics is controlled by bond: ._ ,.°.:. ,..•..:f`il _? __':Y fu7o.�.:......., :f.i°.'�. f' , ?i,:, ..::t..., ;,. ,n<ram. _.......�.....,�_e..a......d:.:............--..-..a:_.�-L_�._ 1 TOWN OF BARNSTABLE Buildin �tNE Tn,_ g 201103418 * BARNSTABLE. Issue Date: 07/26/11 Permit 9 MASS. i639• Applicant: Permit Number: B 20111540 prFO MA'1 a Proposed Use: SINGLE FAMILY HOME Expiration Date: 01/23/12. Location 356 BAY LANE Zoning District RD-1 Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 186018 Permit Fee$ 918.00 Contractor MICHAEL P GASPARD Village CENTERVILLE App Fee$ 100.00 License Num 077846 Est Construction Cost$ 180,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD 3 BEDROOM HOUSE AFTER TEARDOWN THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: GASF HAEL B ET AL BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 3566, INSPECTION HAS BEEN MADE. CE-t4i MA 02632 T Application Entered by UN Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER T ORARILY E N Yr ENCROACHMENTS ONTUBLIC PROPERTY;:NO SPECIFICALLY PERMITTED:UNDER THE BUILDING CODE;MUST BE.APPROVED BY THE'JURISDICTION...STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION-OFPUBLIC 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: 1.FOUNDATION OR FOOTINGS. 2,ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4. PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5. INSULATION. 6. FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). xzr®® OR x;f:,, h w & BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 µ �l '9/t3111d� 514 r�.w� sc z/zaJlz :�u�_ 1 OCR 4 � F,vaY�o� ✓ 2 3 ma's u ( 11�i l`Z 2 %�`yl LZ(��p� /.Z U 3 1 Heating Inspection Approvals Engineering Dept 9— �E Fi Dept 2 oard of Health r t - AprU 3o, 2005 05?Z—g_au Lave CevutervULe, Mfg PetitiovL to tke garvLstciUe CovLservatiovL Covu.vu.issiovL. To whom. it wt.aU concern, Mu husbavLd and I are abutters to the northeast ,of the propertU formerLU b6onOing to FranJones. MrJones had a habit of appLUing for pervv,its for one thing onol buUolLng whatever he wanted. 1 think Uou WUL find that the garae)e is bigger than shown and in vioLntion of the sideLine requirevvt.ent on the MacDonaLd's. Si, 8Line. The septic sUstewt. exists as Shown on the enclosed s�Zetch. This SlZetch also shows variou encroachments ALono our sideline as weLL as a proposed trianoLe swap of equaL area to straiohten it out. My-Jones never quite clot around to resoMi O this. This Lot was originaLLU smciUer before MrJones 1 filled the wetLands. The o6gq naL wetLands were Located as shown, on the Land Court Decree Plan. The house was permitted due to the fact it was onLu Dome) to be for two people to Live in for 4 months. i question weather this smaLL, low, Lot WUL support an evUargevvt.ent, nth a septic s stem in conforndtU with TitLe S. YoRvs tru.L& Joanne McMahon soo gale La ne CentervULe, MA . Sob-�J�2903 C.C. garnStabLe conservation ComvniSsiDn CZ. ga rnsta ble goa rd of Htea Lth C.C. Inspector EDGE OF UPLANDS LOT J Q� o E-xS T. SH. 2 LOT 5 _DWELLING =_ ��. uz LOT a 1� Q ` ` F 393 sq.ft. LOT 7 454 sq.ft. , L exist Sep /C C.B. d.h. z SHE (fn d) LOT 4 GREEN D�C� HOUSE 1 SZ � s L07- 2 ti V 9d,QILL 1 �., — Fn 1,F OF Assessor's map and lot number 6.... 8'................ 1 SYSTEM Mu Sewage Permit number ( �,r BE st COMPLIANCE of TNe ra�� �o F BAR ►7 IDS ATE �. E9fl3ST0ELE, i ;pYa,•� BUILDING INSPECTOR a APPLICATION FOR PERMIT TO Cam`! L...... .... ... ........ .. .. ........... ................................................................ TYPE OF CONSTRUCTION ....�Q.d..zX.. . .... . . ....... ............................................................. .. ................................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the Zo.wil., Location .......................... ..... �s ................................................... .. ....................................................................................................................................................... Proposed Use ....l...r!. ... ZoningDistrict ........................................................................Fire District .............................................................................. Name of Owner .C '. �.�'1....// .. Address ...... �P.�... .. .. . ............... Nameof Builder ....................................................... ............Address .................................................................................... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ................... ................................Foundation .............................................................................. .............. f Exterior .... . ..........................Roofing .... . . . �....................................... Floors ... . ... ......................:..........Interior ............... Heating .......... .__....................................Plumbing .............. ........... ............. .................................. O c� Fireplace ..................................................................................Approximate Cost ......... ............... . . Definitive Plan -Approved by Planning Board -------------------_-----------19________. Area .................i..�.................. Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH A ;� I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ...... ..��.��•.C.••• .. . . ...... I Molloy, William 16684 tool sh No ................. Permit for ...................... ............. ............................ ............. Bay Iene r Locatio .............................................. . t Centerville ............................................................................... William Molloy , Owner .................................................................. Type of Construction frame ................................................................................ Plot ............................ Lot ................................ Permit Granted .......... ct. r ,�.........19 73 i...... /D ? Date of Inspection ....... ........ .................19 t Date Completed ....... �j/ � k PERMIT REFUSED ................................................................ 19 ............................................................................... i ......................................... ................................... ............................................................................... ............................................................................... , IApproved ................................................. 19 ' ............................................................................ L _IN OF MAgS�cY , MICHELE UDILO r.S ° No.34774 e% Dst fo,ofing detail STRUCTURAL w 9FG75TEP��? .. /Q► AL New deck post 10 a, New concrete 12"x 12" u Simpson P866 post anchor - Existing grade Existing grade beam 15"x 8" - - _.. . .__�_ �,. ,.. New concrete 241rx 8" To be pined to new concrete with 518 rebar �. .. .: -Existing groind water ground 314"crushed stone 12"deep Existing ground water elevation is 22"below existing grade, } 3sb B it ,vske- c A,5P*r2A M.A.P. INSTALLED BUILDING PRODUCTS_ P.O. BOX 1309 SAGAMORE BEACH, MA. 02562 a' (508) 888-359.9 (508) 888-9609 Fax w Co Date job completed: Address of foam- application: HA OD�G`lFZ-- Inches sprayed in: 5ai , Ceiling (® A y®sZ Walls 5;,4 �_ Slopes Overhang `� . ��•�:Bsmt Ce. il ' , Stwl Blockers &Runners Cath Ceil Cath Walls Knee Walls A/H W ails Crawl Ceil q. Installers Signature: ' i F FRO 35 -LANE- --- N-� T _E L V. 6 BAY SMOKE DETECTORS REVIEWED VIRV6ASOWILDING DEPT. DATE u FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING F-ASPHALT ROOF r r, 84 r , 8, 28, n CCDAR SHAKES g' a000 27' 8 i 45 91 9". { (4 a . a..e.>.s-hr.. ..r.�. ..a .._ � - .. -..ri �....:+rvw.n.__...� ..:�...._... _�. _ ...H,;._�.s.._ ..�-iws. -.v.�,,..w'� rr ...,..rv-_ _____ _-� _ ____ _ _ _ _ _.. .��. _ •--_____ _._�_.�__.n _.____ _+• ,.+n.- + _. n.......- ..r-s.� ____,.-.. .,.. .. � +-- -� r......__.�_r a—.- � - s.. .>. .,n " '- .a-,...-. �.,...s�....a-_ ... � _.,.F: .- ..� ..f ._..- .,�-.�- °-ter-:�•a � _ /4n — I, fi '356 -BAY LANC SLrDE ELV. A ^ry S ' • x ' S 4 k. ^ r r s x _ , , 12 1 84 a E CEDAR SIDING FM 8� " . ASPHALT ROOF b " II . • 16 x' s , 8 , I . I y EXISTING GRADE_.=� 71 EXISTING S TONE WALL—• . 7'6n. r Y . 2S]DE WALKOUT BASMENT 26 ;, �� EXISTING GRADE 11/4,� _ i, 356 BAY'- LANE REAR- .E LV, e , . ASPHALT ROOF- ----� ° . .. .. a .. E CEDAR 8 . o - SHAKES 12 7` . EXISTING. _ �GARAGE 34 2° 16 s , ITIp A 1 2 SIDE WALKOUT _ BASEMENT � � T G 45 I 2 I 1 5 10 . . . . , .. . . . . - . 1. I I. .. . i " . . . . . . . . . . . .. . . B 3 80' 9 8 ,' Y-0' r 1rs . . . ,'.. .. . . . . . . . . . . , . . . t .. . �:: . . a. ,.. . a . 9�' o . . %.q. � ...' I . ' .. - -. „ - . .. .,- ,l fi .. :. :' .. 9. .. ... , .. ., .. : , • , r -rp, - . r ... % e .: n - ., 11 r. - ..£ .. _ .- ... " : - . : :. - . :. _ . : . ., : ... . _ . .. ' 1 'i. RtGa F kt . .. ...a .. - ,. ,. - . . . . A . '.,. .. v.. ,.r:.:, . :.. . y... , }r.IY - 'Yr. ". - ti' : r I:p i .. .' W. - . ... . .. ^ h .. - .. } +1 I�� �6 /� t'I l -8 X.3O 9.'.. In .. . ' -r,. $:: s .Shn, ,�,� .. .. . 60 sq.ft.. . .. . R . . . . `. .. 3 s=r , / - y . Intro .. � . , . ;�, � . . �. - - . . L� ti e . i .. is ": a . . ,� -r . . , , , : . . ?s :. : . t . - !,.. 6.. s-1a �.; tr... xra«r 17 18 4 b . . �� __ :. -`. _ _ . .. -_.. - S N W ., - -. , - .. ., -\ . B,. . 4 .. y, - .. ,. .. . :.. .. _. ... r as _ . .� .. _ —._i. 6. % . . , ,. . .- .',' :. .. .., „- ,. - - i ... :. re .. ot, r , T .: a .: � . . f 1 Up� «, 1. .. .. -.... .- s. - yy - , .. R .`, .. - 6. . . .. .. ...:: . ., - .. , ,. ... i � 73k k ' ,. . _. .. . . : : - _ . . . . r .. . `. ... N . .. .. - : .. .. .. .. .. .. s ,, : .. .. ,: .: -. :.' .. .. _-, .. ,.... :. .. .. . - , __ ... - .. .. .- .. :.. : ., .. ..... ... 'lr r { 9. 1.�. r V. >� .. . .. ,.-:. .:.... - . ,'-.. . . y ti :. ., .. ... :. .. ... .. .. .. .. ,,.. >,... . - .. .,a .. - .. '.::, - . _ .. . ,:. ..,i'-2 1'-ILr '-1 $'3 . 3'-4'. 3'2'' '.: ' 1 1't 10, '-1 B,.3" 2-0 2 3" .' :. B'-3• . . .: . . 34 .. I .. % .-. , .. :.�_9'. .'.`2-0 ¢'.1 :.....2'-0,. � tT^4', .. Y:O', ---d.T.: 7-0' - :6'-f0' . :t1,8'.; r .. ... -. . % . . . . . r _ . : .. . , . � . . . ,40� . . . - . . .. . .. . . . r. . . . . : . .. . . . . t . . . . . . .. . . . . . . + r . .. .: :' .. . .. .. ., : . .. ..��.�I..;....�......�.�....�.�I....I.I..�..�..II�I.I I...I,I..wI....�,...:I..I I I...I..I dI�d-..�.I:..I.�....-I...I.I,�,�..I...�...I..I....I......�II.....—:I...1.....I I I.....II..I..I.I�.��.I���.I:�.�"..9....�T.�,I.11.:3.I 1"II�. . .,:. I t . . .,-'....I 1I.1 I 7'�I.Ib...,'...�...�:.--.'..�:.,.-,�.,�I..,.-.,t,—...,;,.--I.-*-..:,.I...1.�1,I:.I.:.:.,'.I-..I I�.I I.�.:�I I—.�#':q�.d..,.,!......�..�..�.-....-..'..�.I.:;.I..1.,�1.I,:.1 I I:..I,."�,.1..�,.�.;....�,..�.�.-�...,."..�-..�':-I9.%....�..�.I 1.�;I..�'. �..1.I!.I�...L-.�.-.I..;.1.�..�....�...C'...'I.A�I".1.I...!.I I.....-,.��..�,..I:.I I.�..I.... . .. ,I.-4 1..�I N1...1-.........T..:...9-�I.''"T..1..o,..'.I;..z...I.t.*.2,v'.l�.Z.�..,.I.�-.�:....I...:�.....I�..,�,...-.�.;....I.I,�:.I.'��I.�".,.:,.*I.��1�,.I q.��::.�'�...I,.1�...�:..'1..1:"...:.�...,:�..�.�'�.-:.i�1.I��.�..-....:..I..I.I.:1 �:�.I.I I...�..�.N.,.III.I.::.I:�"�..:�&.....-;...�-..1..'I,z'�'..1:.�.,,..:.,.......�:..�,�.I'...I'.II.I.II.;.t...�d......a;..,I1:',I.,.�..�.;..'�'.I�......�I.I I I..I.:—..;...;,-.�_....-,�,I..."..-.I.I�..�I,.�:��..,�.....I.�....,&...k��:�......I..�.�..:I—....:'..���..�.''...-.......I1.,;,�....�..I:.:.�.'.I o,..,i.I..,..,-:...��:�.:.-....—....�.:.L...1....',:�1...:.-..'%..".t.z.�..��--:I I.,.,�.�..:....:,�.I:.,:.-*.,.....:.%,�....,.'-..,�,..L,,.,..*..,.....F,.�'...,,,I.1-...:I..-.,�.,�I,..,�,...,..I..�..1..:..%I1I.��.,;...,.�.I..I.'p,-.:.I.1..-.1..��-4.-I.'..:.-I,,..-.-.,....1..�.......I.�,I..d..:�.I e..�I%..F.:.....�...�*..:...�.:..�*�I,.0.....,..�*.:.*.—.I,....�:�..,.F—�I-...I;,..I�-..1�.!.-.,��.6,'�-..I..i�...�I..,...:--.�.�t�,I..:�.'-..�'.I'--�."I'.�.�:..�,.�t LI.I.:..-.:,.....,':...:.,;.........I.:-...-EI.'.i...��..II:..I�.,.�..:.'..,'.-.�.--I,.�1I..I I:�.-M..�....I:.I�...�.."....:..:�N.�.II......I'%::b.1..-11��-:.:�'...:.�......:'7.�.,.,..�.,M..1.,,...'I�1�..�..1.�.��;�..:I..,�I 1'*,-�....I-,..-.:.t.I.�..�.i:,..�.A....,,��.-.,t*.:I I,%.--....:.,:..,..�-���E...�*I�.-:1;�r�.�.�:.,w�1.�I1:z:m-...�.Ld II.-...:..".. .B=B• .. ' ' . :• , G4 J :. .. .. - _ _ ... - t . • _ . .. . , .. . .4,T•.., . 7 9 4 aa'=r . 16 d' . . .. .. ,. .. - . ., I ... .. .. ...... .' . . ...*...:..1'1.,,�.,...'�,�-....:i;.I,.,:.�,.q.r�-.�"'I,.�.'..�%...I�..:'.I',..,�-..'.I�.I:.:,.:,--.".:I....-.,I I'--.'.4�.I.,.,,-:,'.�I!.,�.,t—.:.........,.�-.-:-4�.'.:,.,^'..-I�.1":—.-I.'�'..i.'.'I..,..-.-�:I:I.:::.,,:I..., . .,. :. . . , , ,' ''r' . . .. s: .-.' . . ' '• ,. - .. _ .: ,. .%'-4.2...d-'],,.d:.:.',�w.I-,.,�,;:.-...a!'.T.a..,....�,......:�':vI.'1.-.�.I,�.F..:;-....,-r-.-.'.-"—...:.',,.-j-..�.-I.:,.-.:.��'':%�.-.,..,.-.�1..�"�1,-'-.�...�.�..��*�1"* h. . , .,..:.t:I-.-:�.:-.�.I—"�.-,..1.'�...�..,-I�--�%..�..�.,..�--1,:.-:...I.I-�.,z-..:,',..'�,i.;:.-�I:-,,�.%....I-*-,�I-......;"..:-...��..�.�.',.�,,.�.,.�.::.I..�..*.,:�.-.1.'.�:,,....�'.�:�z�.�,..I-.--.,..'�...-*..I-::,-.':...Y:�I.I;I:..—...":.:I.'.�.I'::;.��.. . . . �. w9 L. ': I L r LpN . . QD:, .. W . . g . Q �. a. . -- _- _ N -•. . 3.5' ,. —s-r' . . a .. ry 9'.5' rr1 • .. g' . . . ' - "' - �" _ 18_; , ". :.S - . rea1* b . . . --- ... � k.- t 7" . . . I. �.: : - :.. . A' 119 +o•.... zt4• - . W 4: ' § .3� 4. • s a°p u¢=`a•w :' Tu6/Shoxw J!1 .. - . ... . . ... -. b0itr ..,'....--.I.4.:�..-.�.*:I.I.I..:.I.....1.I..1...-.�.t..-I.....�.,....�.....-.,.�..I-..�S�...�-.1I.1I......:.'::.K..--..�..I I...1 . (31i -- '.I 4 B xe,:wr .w Up 20 8 x 9 10 },- kC P . .. . . . M.s 8x. I e .. . , , . . . . . . . . . . . . . , - .. . : , . 8_r.. 88' B0° ,8 61 : :. .. . . i . 356 BAY LA SIDE ELV. 7 • O �12 ASPHALT ROOF 34 2, 1 6• CEDAR SIDING - 1 2" EXT. GRADE 7'6 EXT• GRADE l 1 7 I 2, I 8, I 17' S" I G -� 5 0' 5 34'-4" 45'-2^ i=W, W-7" 1=?t" 6'-2' 2=0' wo f J %I Existing sliders — Existing WndmVs — LA. Existing sliders storage GtN FYI' storage � 2 t V 1 vp r13R x oT Replace door w/2S'x 3'windbW — 777,777, Q,-2' — 33.8" 45'-2" CENTER VILLE I BU RIVER R=3555p- L=41. ' (FnD,D R=24_91' j L=33.64 APROX LIMIT OF (g D) DITCH PER L. C. SCUDDER PLAN 35308A _ ��O' BAY (� � . v LOCUS LOT 3 LOCUS MAP G� PLAN REF 35308A SH.•2 DEED REF 176206 2IL SPIKE ZONING: "RD—I" / (FND) SETBACKS: 30'-10'-10' LOT 5 FLOOD ZONE: "A-10" (BFE 11.0) PANEL NUMBER.- 250001 0016 D DATED.- 07—02—92 LOT 3 PLOT PLAN OF LAND ASPHALT LOCATED A T.• c5' DRIVE �� AA 356 BAY LANE o 0 OF/r1-06s d� CENTER VILLE, MA.•lam. OO� �� ,�tN �v n 4 I STEPHEN t V J. ' ao t T O.F. � �. DOY�-E �� � PREPARED FOR.• 12.5' N.C. V.D. a�yQ): � MICHAEL GA SPA RD --pip .04, 2006 LOT 4 / ti ti AREA=27790fS.F. 0� LOT 2 REV �y v REV REV , P YANKEE LAND SURVEYORS 1 & CONSULTANTS GRAPHIC SCALE P UNIT I, 40 80 40 INDUSTRY ROAD MARSTONS MILLS, MA 02648 TM 508—428—0055 FAX 508—420—5553 O mil' 1 inch = 40 ft. SHEET 1 OF 1 JOB # 54149 JF