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HomeMy WebLinkAbout0093 WILLOW RUN DRIVE s. qF3 rN"si_.ow u a r; • u ��• r o �� r 9 'h': s: rk» a, , Cok 3k/Iz ASSESSORS REF.. Map. 210, Parcel 58 ZONE: RD-1 RPOD ve�ory� \\ 99 \ Area (min.) 87,120 SF o, Qj� Fronta e (min) 20' �o Fo Width (min) 125' C, 9e Setbacks: �a� Q� yea o" Front 30' Side 10' Rear 10' v� ` 998 FLOOD ZONE: °� STy CB nd c Q � Zone B & C (see plan) Community Panel No, Qc Q #250001 0005 C O "D 0 OQ'`b August 19, 1985 oc o QjK A) r Q ^j 1� OVERLAY DISTRICT: P� ,as ��y 0A,° AP — Aquifer Protection District NewLOcat/on �� w ry Of Cottage Former Garage 10 - CB/DH a Fnd ® New Concrete I oaa SHED Foundation a� �\ �\ry� / Former Cottage lQ la 0 57.2' C) P r C D ;r i Isolated �.� c \u Vegetated l �\ Wetlond _ See SE3-3581 ` i I certify, that the foundation shown hereon conforms to the setback requirements of PaxelArea the Zoning Bylaws of the 4,400fSF Wetland �. town ofl Barnstable. l os s4s 32.700f Upland Pr de CBndH 37,100±SF Total e�� 4 I ROB, R o cp D RICHARD u R. M n pr/ ^� L, HEU.REUX ve �� 9 NO, 34312 \ N S7 42 3o" W q is \ `33 N 702 68, f' wi de Spa Row 174�j; Hodaod`J ✓ �/F PLOT PLAN 29 ocobs orrice M At 93 Willow Run Drive B23jhj2 BARNSTABLE (Centerville) NOTES: MASS, DATE: 29/FEB/12 SCALE: 1"=40' 1.) The structures shown were located on the ground 0 10. 20 30 40 60 80 FEET by conventional survey methods on (or between) 16/JUL/98 & 29/FEB/12. PREPARED FOR: 2.) The property line information shown hereon was Richard& Cheryl Rosen compiled from available record information. - 3.) This plan is not for recording and is not to. be PREPARED BY: eSury�� used for .construction layout or deed. description purposes. 7 Parker Road Osterville MA 02655 DWG #: C318_3G1 FIELD BY.RRL/WHK/MLL (508) 420-3994 / 420-3995fox TQk" tj OF BARNSTABLE 2 7 M1 P - 1 f�� 9= 4 7 DIVISION f ;, Town of Barnstable *Permit. �- i , Q„ Expires 6 mo from issue date Regulatory Services Fee 0 v v MAM 1 Thomas F.Geiler,Director Building Division A r)12- Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number /OS Prope Address !/l/r /oG✓ zoj �r/f2 Residential Value of Work c5�/O O oV Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address ` �F "� g` e2Y� c� z /�c�"t��- V2 .G� L.!`r•, Contractor's Name AV Telephone Numbers�)R� Home Improvement Contractor License#(if applicable) JS�Q ��_��I Z�� -201 Construction Supervisor's License#(if applicable) ® ❑Workman's Compensation Insurance �1� Chi one: ,. _ ['I am a sole proprietor MAY 9 2012 ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name p y TOWN OF BARNSTABLE Workman's Comp:Policy# Copy of Insurance Compliance Certificate must accompany each permit. y Permit Request(check box) Re-roof(hurricane nailed)(stripping old shingles) All construction debris will.be taken to D 41W 99_ �l •� y ❑Re-roof(hurricane.nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ti #of doors ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement,Contractors License&Construction Supervisors License is req Fred. SIGNATURE: Q:IWPFILESTORWbuildingpermit forms\EXPRESS.doc Revised 051811 + BAMSres[.E, • 9 039. `0� Town of Barnstable Regulatory Services Thomas F. Geiler,Director Buildings Division Thomas Perry,CBO Building Commissioner 200 Main.Street, Hyannis,MA 02601 www.town.barnstable.ma.us' Office: 508-862-4038 Fax: 508-790-6230 Property ®wner Mu* st-+ Complete and Sign This Section If Using A Builder` C' a-- d- as .Owner of the subjectproperty` —� l hereby authorize Aj to act on ray behalf, in all matters relative to work authorized by this bull ' g permit application for: (Address of Job) Signature of Owner Date Yk tXos Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. \ QAWPFILESTORMS\building permit forms\EXPRESS.doc Revised 051811 �t Town of Barnstable Regulatory Services y > Thomas F.Geiler,Director 1639. o;A,"�' Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 026.01 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION. Please Print DATE: �.. JOB LOCATION: number treet n illage "HOMEOWNER,,: name ho one# work phone# CURRENT MAILING ADDRESS: cityhown state zip code The current exemption for"homeowners"was extended to incl weer-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not pos a license,provided that the owner acts as supervisor. DEFINIT N F HOMEOWNER Person(s)who owns a parcel of land on which he/she resid or int nds to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accesso to such u e and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a h eowner. Su h"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall a res onsible fo all such work performed under the building erinit., Section, t 109.1.1) - Y The undersigned"homeowner"assumes respo sibility for compliance th the State Building:Code and'otherapplicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies at he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/ 'e will comply with said procedures and requirements.. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the'provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a 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 when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed personas it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doC Revised 051811 J i � uss IeL y G� 73 1vJ %/ylo v /-�i�►t �scav��-�� TuC `t ow GZ �AaAv�`' fl�fl 5 HCD OrA `�� c.11t,t Ouj Zvi V l�!G X-r 2c )z 1 EajoLko �O'? - _ ,, R,: A Powerful thoaCe LrL MA 02648 ta.#E51040 s�326 969g d�a Ln as i : F �3 _----------- - - ---/lCd.-.C,�+�-L-C _D&A I �.4.5 ej --- --- -- --- ---- =— -- cz Cesa r�-nr -- r Town of Barnstable is � ` Regulatory Services Thomas F.Geiler,Director IL MASS,Msialy Building Divisions 639 Tom Perry,Building Commissioner �,��i;;✓ 200 Main Street, Hyannis,MA 02601 >_ www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# FEE: $ SHED REGISTRATION 200 square feet or less Location of shed(address) Village SeJ Property owners name Telephone number Size of Shed Map/Parcel w, Sign e� '_" Date _ Hyannis Main Street Waterfront Historic District? O mow' Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway Conservation Corninissiori(signature is requiredj---,, ,:: S gn,oftif hours-for Conservation-,8:00-9:3.0&3:3.0-4 30 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:05201 I z TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �U Parcel C)v 'Application #a� 1 Health Division � Date Issued l Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 31 112 Historic - OKH _ Preservation/Hyannis Pr eol ct Street Address 73 W; f t a W 92 c1 �/TZ -•-U:l Q wrier, M CE aSxaAddress22'7 _67a a,g-C,. _5cAvt l,,, Ply Telephone�:; �Z C.P-er-m—it, o S fA�IJ'e-t� Q,-! �L_ �/LQ w 1.�0�\l•� (�{�J� Y',•�I Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay (Project`Valuation? .Zo�n Construction Type &)&-4��---R-- Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new ` Half: existing 'i new `_-_: Number of Bedrooms: existing _new Q) Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other 114 � r- Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stover Yew❑ No. . Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # - Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION 's (BUILDER OR HOMEOWNER) t� . IVaroe--- „r A-r�ti �v �+�-�l Telephone NumbeQv_- - 0� 90 7-3 7-3 Address'72Z.5' 0�2,6 _ Home:lmprovement Contractor#--I Worker's Compensation # � ALL CONSTRUCTION DEBRIS RESULTING FROM_ -THIS PROJECT WILL BE TAKEN TO SIGNATURE s _ r FOR OFFICIAL USE ONLY :,APPLICATION# 4 DATE ISSUED MAP/PARCEL NO. a • t t ADDRESS VILLAGE OWNER ' DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE t ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH 4 FINAL' M GAS: ROUGH FINAL FINAL BUILDING w DATE CLOSED OUT f ASSOCIATION PLAN NO. r. � v �'IKE Town of Barnstable,, Regulatory Services MAM �, Thomas F.Geiler,Director 639 ` Nu+' Building Division n "Tom Perry,Building Commissioner,,' 200 Main Street,Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 Property.Owner Must : Complete and Sign This Section E If Using A Builder as Owner of the subject property . hereby authorize ' " to act on my behalf,. . in all matters relative to work authorized b this ge uildin' msit. , y . p Address-of ob *Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be e utilized until all final inspections are performed and accepted. Signature of Owner Signature of Applicant . Print Name - . . rint Name x1-5_ / - Date Q:FORMS:OWNERPERMISSIONPOOLS " tME Town of Barnstable Regulatory Services Thomas F.Geiler, IF snartaTear,E, � ,Director ntnsa. i639• ,� Building Division ADD MA'14 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 Please Print DATE: JOB LOCATION: f a number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: / city/town state -zip code The current exemption for"homeowners"was exte ded to-include owner f ccupied dwellings of-six units or less and to allow homeowners to engage an individual for hir who does noYposs °ss a license provided that the owner acts as supervisor. ' DEFINITION F HOMEOWNER Person(s)who owns a parcel of land on which he/she resi es or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached stru es acce sory to such use and/or farm structures. A person who constructs more than one home in a two-year pe 'od shall of be considered a homeowner. Such "homeowner"shall submit to the Building,Qfficial on a form a cept le to`the Building Official,that he/she shall be res onsible for all such work performed under the buildin a t. Section 109.1.1) The undersigned"homeowner"assumes responsibility for compy ce with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands e To of Barnstable Building Department minimum inspection procedures and requirements and that he/s a will co ply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35, 00 cubic feet or larger will be required to comply with the State Building Code Section 127.0.Construction Co ol. HOME ER'S EXEMPTION 1 The Code states that: "Anyhgmeowner performm 'ork'forvhich a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction S ervisors);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 naware that they are assuming the responsibilities of a supervisor'(see Appendix Q, Rules&Regulations for Licensing Construction Supervi rs,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this se,our Board cannot proceed against the unlicensed person as it would with a licensed. Supervisor. The homeowner acting as Supervisor is u imately responsible. To ensure that the homeowner is fully aw re of his/her responsibilities;many communities require,as part of the permit application, that the homeowner certify that he/she understands a responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may caret amend and adopt ch a forn/certification for use in your community. Q:fbrms:homeexempt .- ...,, . e e - t r, ... 'vim .'' ,..•"si ;,E..,r+.—ti...� `i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Map Parcel 06T Application # Health Division Date Issued Conservation Division'�)� � i- Application Fee 0 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board C,615) 2/2-V i z a. Historic - OKH _ Preservation / Hyannis Project Street Address ? W° o VJ 10 1J - Village C' �,,,�° < (Q---- Owner ,?i-A&nl I RS. � Address e_1?_T/2o Cd CA",e - Telephone & G!� s .. �• �S g Permit Request r o� fir-- eJ _ (S4q"u1Aket: 1 st floor: existing X90 proposed_�776 2nd floor: existing proposed576 Total new 772- Zoning District l��� 1 Flood Plain (?I C-- Groundwater Overlay Project Valuatio;4� CM7600 Construction Type Lot Size 1L( ;46__ Grandfathered: ❑Yes �o If yes, attach supporting documentation. Dwelling Type: Single Family , Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ;KNo On Old King's Highway: ❑Yes to Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other o Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing ( new Number of Bedrooms: existing a-new Total Room Count (not including baths): existing new First Floor Room Count J? Heat Type and Fuel: YGas ❑ Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: xistingArnew size—Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _^'Shed: ❑ existing ❑ nve'wsize Other: r�4g-, Zoning Board of Appeals Authorization ❑ Appeal # / Recorded ❑ JC4 Commercial ❑Yes ❑ No If yes, site plan review# Current Use __ Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Y. ame Telephone Number 7T 72 Address � y� ` a-ce� S�` License# `T 7�� 6� Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DE IS RESULTING FRgM THIS ROJECT WILL BE TAKEN TO l SIGNATURE DATE C 1 i FOR OFFICIAL USE ONLY 7 APPLICATION# r . .)ATE ISSUED MAP/PARCEL NO. 4 ADDRESS VILLAGE OWNER c ' C t° DATE OF INSPECTION: FOUNDATION Z FRAME 314gk mp(,(o )IS iw (P3 410 (dmjF//31)2 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL Eg FINAL BUILDINGn.(61&hZ1k4g�l a 4 DATE CLOSED OUT ASSOCIATION PLAN NO. r E r of�NF, Tow' of Barnstable4. j Regulatory Services aAAr+srABL� Thomas R Geller, Director Y MASS. $p� 639. Building-Division Thomas Perry, CBO,Building Commissioner. 200 Main Street, Hyannis,MA 02601 " - www.town,barnstable.ma.us . Office: 508-862 *4038 Fax: 508-790-6230 PLAN REVIEW Owner: OSE/3 Map/Parcel:.., U e s_i d r: - s w • N De Bu1 d �Lt.o u r c Address Project The following items iwere toted on reviewing: IVE b Td APPLY RK bEmo o F EMI-b`r- G G4 CAE f�EEU '� �4 iPPL`� FOfZ �E2iKZT T� pjo✓E . 0UITB UXL == )G .f , `2J N CEO C u,= s t+'vETs E '�,��E2 E D �Frti�S ✓ !4 LETTER OIF Zr�'T ENT Q Y 0 W NfL FO i2 US s C� KLsT gar cow.PL�n c o err�c� Reviewed by: Date: �Torms:Plnrvw Town of Barnstable Regulatory Services r •. i IMUMAMU F. PAAS& Thomas F.Geiler,Director 'FD639. MA.(A�� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-8624038 Fax: 508 790-6230 , January 31,2012 Richa rd Ave PO BOX 2416 2 -- Mashpee,.Ma. 02649 , C RE: 93 Willow Run Dr., Centerville Map: 210 Parcel: 058 , -9 CD Dear Mr. Avery: This letter is in response to application number 201107224 submitted for the purpose of co obtaining a building permit for the construction of a new detached structure. Thell'permit _ .application can not be approved at this time for the following reasons: M. 1) Massachusetts checklist for compliance not accurately completed. 2) Plans submitted conflict with information provided in Massachusetts checklist.410 3 Plans as submitted reflect an g unit.independent dwelling n�.WaVF4 '�j te, 4) Life safety system devices not shown on plans submitted. . � 2 Sincerely, V WLauzon c A! Local Inspector (50.8) 862-4034 -.'s? .w <. tAJ ` " 5 - Q:zoning5 . j o. (?— r ........ Cheryl and Richard Rosen Cape Cod; Remodeling, ZI,C, November 2, 2011 29 Fountain st. PO Box 2416 Mashpee, MA. 02649 508 958 7373 Commitment to you: All work is guaranteed and is performed according to plan submitted. Member, Massachusetts Home Improvement Contractors and Lic ensed Builder in Massachusetts. Insurance Certificate provided to Town Of Ba rnstable with application for building permits. - g Cape Cod Remodeling LLC Warranties the work for three months from the completion of the contract. Warranty of Ownership and Assignment of responsibility for this work contract to the Contractor: The client/owners warrants to the Contractor that they have marketable ownership of the above, described real estate. Client/owner(s)agree to assign Contractor sole responsibility for and control over means,method,technique, sequence and procedures and for coordinating all.portions of the work under this Contract, unless the Contract instructions concerning the plug Contract. documents give specific Approvals: Date: 11/2/2011 n Cheryl A Rosen&Richard S Rosen Richard T Avery,Presider Cape d Remodeling,LLC. n' e pl Ynr•o f a t b y .. �r , {` •, 4 up +{}7k•y". Y `"r+ , ���i � ti•�.� � %�', r"_ x 4 �� i �1 E;r ''� b 1 �� I �..`"`-�„".�„�'',, ..;°t.f,,'"�t+y•+•- ,•o:..,� °°� •�,.. '�i` ��,�el'`�'1���,�er �`` . 4 4 mn � �n*. 1," + �a n r ."•. ^{h4 I. Y, ., x`a. tY '�a«•s .r ;y9€t _.a .� c r f V.;�,w x•w �,�. ,7� rt i9 �1h'�1;,, ., , .m:. _2y# ,. : ,'i•.a .: •. { ..3� rri+tl.» r.h �Ciaa r W� `� ,:="-tl r �., �n w•,J � u r , ` .:.. t ¢!, ,.,,„,,." r,•� $ xLLY4M 1 '�:.' 1 4.e..,.. .�mY'b,?r8 .:Jx'u' .,.,. .,t k ::Y• „ •... +; u Y ,.a .,w f Aa •:,.M�'., it.�,.rr•.,, �..,,.JT r wY. .,w: Y•. .. .'d�g �r ,,. .h. 1 ..•..`rs!� 1 ,� II Q ..� ..,,:::�� , .+.: :4.p< ,f1 a..: e�pg� � �.,�. .C.r.�+; r• 9 ty' �Te ,a^..�{ 4. �_.y^, y k�r ,.'�i?":�,.,7/ ,,,'�.�i. ... its ;, ,,^,';'. �, ( 'nRi';3 *. 4 �� ,��, S p�� � • i�r �` 4 ���,,.•�y �F y .<.:� ...ten v c ,.. . ,w�' -.. 7.. . . � +•�,...�.,��.. - _- L� � f r"y'.'. { l -rs �. :��-... ... ',•• ... ..�• y..,up�.` ", ��"..». -..?A:'� ., •_ d�e r,. I�,,.!u.y •X.i •*« �., N './� 14 r:'e�7 ,. !$'. ,a :``• ',. ._ _... _. m x'sy`"""�^—.. .' ,� rd�,r�•r ,. �'.�Y �h K. .,' 7 ...�.. Nro :,,i. +�.,n:� 9+ti.X',•f ,: �,,,.w!,!,�c A:.: "zp d °�y k�l. �.. � 7 :, ?[i�^i..Xr7'....,��� �& .,, 'fin a ',,v.a, .a"�i+a' �� e,�:��s•� .....:�� r�,��, •S x�.," � .k. wY:�:a°: - �.. � �+...' r 4„4'f 1�JYP Va�� ��, '-'' 1.. .... �,•: 1 t ��� n ws7�6,v:7'P ,� �'�"„yPp��a C'"dl= �I,s��'x;l�ka a;�"g •ip i, AV9RY ROSEN RESIDENCE 2ND FLOOR BEAM MA BOTELLO LUMBER CO.,INC. 2011.2 Allowable Stress Design LOAD TABLE MBI r 0.42 NOTE: 2 PLIES 1.750 X 11.675 LP LVL295OFb-2.OE DESIGN CRITERIA : 311 0.44 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY (( )) DESIGN CONSISTS OF 2 - PLIES FASTENED Rails 0.50 THE VERTICAL LOADS SHOWN VERIFICATION OF FOR PATTERN LIVE LOADI LOADS SHOWN N FOR INPUT LOAD G ARE CHECKED AS SE(1). OTHER LOAD CASES TOGETHER (REFER TO NOTES). LOADING,DEFLECTION LIMITATIONS,FRAMING LIVE LOAD 40 Pop METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.)' DEAD LOAD 12 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/BIDE LOAD FROM TO LOAD LDF TOTAL LOAD a 52 PSP THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-BX OR ARCHITECT. UNIFORM FLOOR LIVE TOP 480 PLF 00-00-00 21-00-00 1.00 2,PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD TOP 144 PLF. 00-00-00 21-00-00 0.90 PLR LEFT SPAN CARR. 1 12.00 FT LATERAL STABILITY. UNIFORM BEAM WEIGHT 12 PLF 00-00-00 21-00-00 0.90 PLR RIGHT SPAN CARR. 1 12.00 FT _ 3,DO NOT CUT,NOTCH OR DRILL LP LVL, 4.SHIM ALL BEARINGS FOR FULL CONTACT, WARNING NOTES: DEFLECTION CRITERIA 1 6.VERIFY DIMENSIONS BEFORE CUTTING LP LVL LIVE LOAD DEFL1 L / 360 TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. TOTAL LOAD DEFLt L / 240 S.T 19 LP LVL IS TO BE USED AS A FL O O USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP WOISTS IS 7.CO PRES51ON EDGE BRAC NG REO I ED AT STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW CODE COMPLIANCES r LESS, BY A DESIGN PROFESSIONAL. REPORT # ICC-SS SSR-2403 DESIGN ASSUMES COMPONENTS CARRIED ARE MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL LARDS RR-25783 APPLIED TO TOP EDGE OF LP LVL,SUCH THAT. BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, ROD MR-1214 LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS CCMC 1151E-R ATTACH THE TWO PLIES WITH 2 ROWS OF led BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. (3.1/2")NAILS AT 12"OC.STAGGER ROWS. NAILS CAN BE DRIVEN FROM ONE FACE OR HALF ANCHOR LP LVL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. FROM EACH FACE. NAILS MAY BE COMMON OR, BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131". 16d SINKERS(3-1/4")MAY SE- I USED,BUT HALF MUST BE DRIVEN FROM E CH FACE! i • t 4e0 r 4e0 144 . 144 SUPPORT REACTIONS (LBS)r - 11.875 - MAXIMUMB BARING NUMrBE R 1 2 3 �I1 1.750 Owl DOWN 2019 8346 2819 1 3.500 UPLIFT --- --- ... CROSS SECTION - I�MIN BEARING B6-IZE65 IN-S3- 8X) 3- g MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE. LOAD 0.09P(L/1390) 0.35" , 10- 6- 0 4c 10- 6= 0 *DEAD LOAD 0.030 21 0- 0 TOTAL LOAD 0.11"(L/1169) C.52" —THIS DRAWING IS NOTTO SCALE— Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP Wolof Specifications Software Provided By: 02110/12 IRC Temporary and permanent bracing for holding component The use of this component shell be spedfled by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. LP Engineered Wood Products plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and'Common malls driven parallel to glue lines shall be spaced a minimum of 4"for 10d 414 Union Street,Suite 2000 installed by others.No toads are to be applied to the Instructions from the designers of the complete structure before using this and 3"far ad. Nashville,TN 37218 component until after all the framing and fastening are component.If ft design criteria listed above does not meet local building 'Do not cut,crotch,drill or altar LP LVL,LP LSL and CTR,LP I-Joiste except as shown Phone 800.615.7670 completed.At no time"hall loads greater then design loads code requirements,do not use this design.When this drawing Is signed in publlBhed material from LP any use of LP LVL,LSL and CTR,LP I-Jolste contrary be applied to the component, and sealed,,the structural design Is approved as shown In this drawing to the limits set forth hemon,negatee any express warranty of the product and LP Fax 866.753,4369 - based on data provided by the customer.LP LVL,LP LSL and CTR,LP disclaims all implied warranties Including the Implied warranties of merchantablllty, Design Criteria - Hoists are made without camber and will deflect under load.Wood In direct and fitness for a particular use.The design and material specified ere In subetenllai - eontael With concrete must be protected as required by code.Continuous - DWG # conformity with the latest revisions of NDS'Deed load lateral support Is assumed(wall,floor boom,etc.).LP dose riot provide - deflection Includes adfuatment factor for creep.Total load on-site Inspection.This drawing must have an Architect's or Engineer's seat'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection Is Instantaneous. afixed to be considered an Engineering document. LP is a registered trademark of Louisiana-Pacific Corporation. File:\\fs1\users\dgreenlaw\LP\Beam Calcs\WOODE.SPX AVRY ROSEN RESIDENCE GARAGE HEADER MA BOTELLO LUMBER CO.,INC. 2011.2 Allowable Stress Design LOAD TABLE Mal s 0.10 NOTE: 2 PLIES 1,750 X 11.875 LP DESIGN CRITERIA s VOIs 0.10 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY DESIGN CONSISTS OF 2 - PLIES FASTENED Halt 0.18 THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES TOGETHER (REFER TO NOTES). LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIVE LOAD a 40 POP METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DEAD LOAD m 12 P8F LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE .TOP/SIDE LOAD FROM TO LOAD LDP TOTAL LOAD a 52 PST THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX OR ARCHITECT, UNIFORM WALL DEAD TOP 85 PLF 00=00-00 21-00-00 0.90 ' 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM BEAN WEIGHT 12 PLF 00-00-00 21-00-00 0.90 PLR LEFT SPAN CARR. s 0.00 PT LATERAL STABILITY. FLR RIGHT SPAN CARR. t 0.00 FT - 3.DO NOT CUT,NOTCH OR DRILL LP LVL, WARNING NOTES: 4.SHIM ALL BEARINGS FOR FULL CONTACT. DEFLECTION CRITERIA t G.VERIFY DIMENSIONS BEFORE CUTTING LP LVL . THIS COMPONENT DESIGN 18 SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS, LIVE LOAD DEFLi L / 360 TO SIZE. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP W OISTS IS TOTAL LOAD DEPLt L / 240 0. S LP LVL IS T STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW 7.COMPRESSION EDGE BRAC NG R OUIRED AT BY A DESIGN PROFESSIONAL. CODE COMPLIANCES I EACH END OF COMPONENT. REPORT N MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL ICC-ES SSR-2403 DESIGN ASSUMES COMPONENTS CARRIED ARE BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, LADES RR-25763 APPLIED TO TOP EDGE OF LP LVL,SUCH THAT ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS SUD MR-1214 LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. CCMC 11518-R ATTACH THE TWO PLIES WITH 2 ROWS OF 16d (3.1/2")NAILS AT 12"OC.STAGGER ROWS. PROVIDE ANCHORAGE FOR UPLIFT AT SUPPORTS.ANCHORAGE DETAIL TO BE NAILS CAN BE DRIVEN FROM ONE FACE OR HALF PROVIDED BY PROJECT DESIGNER. FROM EACH FACE. NAILS MAY BE COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER ANCHOR LP LVL FLOOR BEAM SECURELYTO BEARINGS OR HANGERS. OF 0.131". 16d SINKERS(3-1/4")MAYBE USED,BUT HALF MUST BE DRIVEN FROM THIS FLOOR FRAMING COMPONENT HAS BEEN DESIGNED WITH AN INPUT TOTAL EACH FACE, LOAD DEFLECTION LIMIT OF U240.(PROVIDED BY THE LP CUSTOMER). THIS COMPONENT CANNOT BE USED TO SUPPORT CERAMIC TILE FLOORS. i '• 1x 12 SUPPORT REACTIONS (LBS)t 11.875 - - MAXIMUMBEAR IN.O . NUMBER - 2 3 1 1.750 DOWN 1648 1648 3.500 - UPLIFT --- --- .. .. 'CRO99 SECTION - - MIN BEAR8 3- 8ING SIZES -(IN-SX) 3- MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE - LIVE LOAD 0.00" 0.53- 2- 6- 0 16- 0- 0 2- 6- .0 *DEAD LOAD 0.06" - _ 21- 0- 0 TOTAL LOAD 0.041-(L/4859) 0.80e •'•THIS DRAWING IS NOT TO SCALE '•' Handling S Erection Miscellaneous Informa0on LP LVL,LP LSL and CTR,LP IJolst Specifications` Software Provided By: o2110112 IRC Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the •Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. LP Engineered Wood Products plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary coda compliance approval and•Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 1 Od 414 Union Street,Suite 2000 Installed by others. No loads are to be applied to the Instructions from the designers of the complete structure before using this and 3"for ad. Nashville,TN 37219 component un0l after all the framing and fastening are component.If the design criteria listed above does not meet local building •Do not cW,notch,drill or alter LP LVL,LP LSL and CTR,LP Wolate except as shown phone 800.6167670 completed.At no time shall loads greater than design loads code requirements,do not use this design.When this drawing Is signed In published material from LP any use of LP LVL,LSL and CTR,LP IJolsts contrary be applied to the component. and sealed,the structural design Is approved as shown In this drawing to the limits set forth herson,negetes any express warranty of the product and LP Fax 866.763.4369 - based on date provided by the customer.LP LVL,LP LSL and CTR,LP disclaims all Implied warranties Including the Implied warranties of merohantablllly - Design Criteria I•jolets are made without camber and will deflect under toad.Wood In direct and fitness for a particular use. The design and material specified are In substantial confect with concrete must be protected as requlred by code.Continuous DWG # conformity with the latest revisions of ND8'Dead load lateral support Is assumed(wall,floor beam,etc.).LP does not provide - - deflection includes adjustment factor for creep.Total load on-slte Inspection.This drewing must have an Architect's or Engineer's seal•A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET .# deflection Is Instantaneous. eflxed to be considered an Engineering document - LP Is a registered trademark of Loulslene-Pacific Corporation. File:\\fs1\usera\dgreenlavALP\Beam Calcs\WOODE.SPX AARY ROSEN RESIDENCE RIDGE MA BOTELLO LUMBER CO.,INC. 2011.2 Allowable Sbess Design Malt 0.74 .OE NOTE, LOAD TABLE 1 PLY 1.750 X 11.876'LP LVL295OFb-2 DESIGN CRITERIA : VSI 10.81 I. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY RSI t 1.00 THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(11. OTHER LOAD CASES LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIVE LOAD v 30 PSP METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.)" DEAD LOAD x 15 PSP LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/BIDE LOAD PROM TO LOAD LDP TOTAL LOAD 45 PSP THE RESPONSIBILITY OF THE PROJECT ENGINEER PT-IN-9X PT-IN-SX OR ARCHITECT. UNIFORM ROOF LIVE BIDE 315 PLP 00-00-DO 24-00-00 1.15 ROOF LEFT SPAN CARR. r 10.50 PT 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM ROOF DEAD BIDE 190 PLP 00-00-00 24-00-00 0.90 ROOF RIGHT SPAN CARR. 1 10.50 PT LATERAL STABILITY. UNIFORM BEAN ARIGHT 6 PLP 00-00-00 24-00-00 0.90 3,DO NOT CUT,NOTCH OR DRILL LP LVL, DEFLECTION.CRITERIA : 4.SHIM ALL BEARINGS FOR FULL CONTACT. WARNING NOTES: LIVE LOAD DEFL: L / 240 S.VERIFY DIMENSIONS BEFORE CUTTING LP LVL TOTAL LOAD DEFL: L / ISO TO SIZE, THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. 6.THIS LP LVL IS TO BE USED AS A ROOF BEAM ONLY, USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS CODE COMPLIANCES t _MAKE OVIS O O EQUATE DRAWAGEE, STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT # 7.COMPRESSION EDGE BRACING REQUIRED AT I BY A DESIGN PROFESSIONAL. ICC-99 ISR-2403 54"O.C.OR LESS, LADES RR-25783 MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL HUD MR-1214 BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, CCNC 11518-R ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS ' BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS. THIS LVL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTRATED LOAD ACTING OVER 2.6 X 2.6 FT(6.25 SO FT) 315 d1e 8B " 12 . Ise - 1 SUPPORT REACTIONS (LBB): MAXIMQMB3ARIN0 NUMBER - 1 2 3 11.750 - - DOWN 2602 7217 2260 UPLIFT --- --- --- - CROSS SECTION MIN BEARING8 SIZES IN-SX - •- - 3- 5- 8 3- 8 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE - - - LIVE LOAD 0.271(1/574) 0.64" 13- 0- 0 11- 0- 0 . +DEAD LOAD 0.17" 24- 0- O TOTAL LOAD 0.37"(L/418) 0.86" ""THIS DRAWING IS NOT TO SCALE•" Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP IJolst Specifications Software Provided By: 02110/12 IRC- Temporary and permanent bracing for holding component The use of this component shell be specified by the designer of the •Supports and connections for LP LVL,LP LSL,CTR and LPI to be spectic appitcations. LP Engineered Wood Products plumb and for resisting lateral forces shall be designed aril complete structure.Obtain all the necessary code compliance approval and'Common nells driven parallel to glue lines shall be spaced a minimum of 4"for 10d 414 Union Street,Suite 2000 Installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3'for ad. Nashville,TN 37219 component until after all the framing and fastening are component.If the design criteria listed above does not meet local building 'Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown Phone, - - completed,At no time shell loads greeter than design loads code requirements,do not use this design.When this drawing Is signed In published materiel from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary " be applied to the component, and sealed,the stmeturel design Is approved as shown In this drawing to the limits set forth hereon,negates any express warranty of the product and LP Fox 866,753.4369 _ Design Criteria - based on data provided by the customer.LP LVL,LP LSL and CTR,LP disclaims all Implied warranties Including the implied warranties of merchantability -. 9 Holds ere made without camber end will deflect under load.Weod In direst end fitneas for a particular use. The design and material specified are In substantial confect with concrete must be protected as required by code.Continuous - DWG # conformity with the latest revisions of NDB'Dead load lateral support Is assumed(wall,floor beam,etc.).LP does not provide detlectbn Includes adjustment factor for creep.Total load on-site inspection.This drawing must have an Architect's or Engineer's seal•A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # detle ctbn a Instantaneous. afixed to be considered an Engineering document. LP is a registered trademark of Louisiana-Pacific Corpordon. File:V911users\dgreenlawALMSeam CeleslWOODE.SPX 2-11 Oultsw DIPOstbn UUM of Madar On hraeod NU nVOMW .6lrretlon —Ortmt of hmar tan.trend"a • el o o a a Nh a,x U-V4°net Irodar Ibeder dma occur at tap a1 sea i i• a o ,b - . . of i i tYoubr aM4 MIA 111dtar nab In ran R r oa �• rwVxrww I II II IIO 1 M P•r +I II 11 _ Ile • .. °I 1 I" OrlOo'�Isr IIeAt 0 I I I j j 1° � . Raskin aMa*ft b heodar wkh did cwxe naps In ti el I I fait 1-1 ss aMan and 8 b op-M ea few* wtuft . 1 I I °I to 10M th Madw-ta-Adl7tud strap an ho'th abas of IRM °I I 1 It sli'OP . o i io RaOCiGdA tMutaa on bedald►a•slower o _ Ile ►ar o oand apan tk tr uMm.Po"It ihna be x °i i i i° ZYP druro� b ridsP�'ad �e wl. ZNdo+as wood ddtN _ i i i i �to st1'11at11'el panel wfxlCtKlp .. i ell Ile � 1 I 11 0l1 Ile i I I I I e l I I 11 i 1° Oewad an pop Awed well saprwM i i i �i i i l° .w�pt� PIK el I 11 for 0 11 al I Ile • II 11 Ii I1 It Ike al I 1 le I"tat w typ. ai 1 1 to Nw of Jerk stub pwr Tam*RSO@S1tl�D 1 aui i m An dual ldtw par R403M TM Mn a- v x a-,w x Pbq wawllar .- a pat to Owl ..7�" `�fi f_ia.--�H�^^-Rt ^—��.a�r.�y;6�.�.i�+y �-:�>M r�-��'.�-a^c2i-�'.`�✓:r�!°s�.:..1=,.ems 3.�.'..c-r . H /&C-,kSeIY Yf •� 1.1 i �..:....:.:::......N.....N.i1D mp1►. WIN!spud a7sm ---_� ..._.�...N�... .....A...�.._..._.._.. .... .....» .--g N rAw.atSWdss(a wdwMdt ooa P,do S tR 12dopsid bed a }.�.-00106 2 0d y — 13 FRAM©Ol! iiD �...... ....�.(Table 2)-._ ........»....,.. l� Gstl a�rtce wt�t - 2.1 FOUNDAMMut780 CtYdt 54041 Y Fowl WssNs ttttl9 ------ --------- 2.2 ANGI 'IAOss SoftSpachV_gan" able 4}..-_..._.....».._..... ' _..__._.._...._____�.----..._._..(T _ �� Ba Hof p ........._�_.--(� ..... «��a r BoltEnlbee - ...................._...............:.(Fbj 6)=.._......M.._...rM- Ban E nbadlnent-tt Y. �•r... —:�3'x 3�a' pbftvl r_-------_._... ,,,._,N... ..._ &I FLOORS afiaClOBd_ �....(per 7�C� �._._N._....._:..... r Roar mein w opeft FUN v�ved Surds at Fbw Op"w kose n z ftm v" -----• ..... -- � s Oman Floor vft is orb..:.....( 71�---.._�.................:..e.:..._._.M.�.. ft s.d hmmankn Canl8evemd fluor JQhft arm...-_M..a.N(F+9 ---�-- ..._.... .. t3 R sd ._.:..r.�.....�...... M.NN TMoor Bradng at ----- =............_:_...-...._.(per�rl�t cx�er 56)- __(Perm Chaptw55)— Rcor ShqaVft --tl---•------ 4.1 WALLS _ (Ft91tl ate Ted�•--------~......-.--$8 41W _...... waNs_ .: .........N.. :i NwAAndbew ft wolfs....».�...._.�» .�...(�t0 and Table Waa mud ---- ....N. - - --(�so aed Table ----�2 t s d wan sb Xy Offwb 4.2 EXTf NORW waoa;B ..(Table�}... ..._.w......�..-:..2x 'd kL (fffila�N � -�R..;.a in. �Bra! '"';tb3p r . t�9 jo}... .... MANZ ws P Aftlo Roorl�enbih- tlOt Used _�. {�i'1)- ..»_._.-._... ._ ---• R Z 0 6A11/ OM 2 x 4 caret m lxmad t� mar. 2 X a 4 bt endlol� baYrs.�� OT 1 X3o�t9 g )/ 10 send Tai>e (na of t$d t«+■*+m nab}.............fisbie 8j-- ` CAPE COD REMODELING, LLC. RICHARD AVERII P.O. Box 241 6 MASNPEE, MA 02649 CELL: (508) 95B-7373 . I da?€e�.ow-c- 1 3p _ _ ri <<yP _3+ c? ;so n `._", .-s.y t rz+•._.�;[?.^-�'a -s?:=ass °'�'r i.�a.�`eKrr. �?er...l att� � /y-a.f^.,-te-.,aT,s':Y;' (7'; c - �f�" �+:� =`�- i:_:�c_ tint:.-.4.�•;,�ti.?.� :c=i k'.:i;•_:s -, ar.-�.r.....:.. LabersA{no-of 7Bd oeerutorf },.... ---------tT '�---.- NotaLatdpows YM oommoom L LHLfrm[LOW �1 f wTal Hemspm 9�Pl�ei �.........«....................._,..._.-� ---,.,(Tabs$)... ........ ,Sd.R,�„8►:59'I' �!" Pus t (no.afiatnd ) ...(T�le9�..............._.. .. ". . ._ _ �RT�ie 9�} Aton-6, W Bnttg VVa opt Mora but oliodr a� ocrrfpftm c/ MeaderS�fMfs-_w ..._..................................�._..{T +� _: Q 1.117. Fab Heft BWd&(fta of Duda)- Dbnendm%W Hecht of Tallest Shearon t ea mammon neft)(Tame 10)____.._._.�..__. 6%AddMond sIorVVAfAh >sW( o )-_..W_.._..._ . (Ratss4 Edge Nallf8------_._. ..._... 1 rKft 4 ff Iris}......... _3C Field N d Spaft................._._....,............(T�e'!9)._.,..._ Shear Can{m of 18d opmo gn )(TANS'H).-...-._..__—.- Pitt Fit 096 p1 torWalw1h Cp >OW(o �8 waacmev fiat Wind Speed?-.------' 0.i ," T a�88Rg Yl�etfsiht! �` P Mg*WftU$WnbWSPMftCAI _...(dot Ratters use 004. Roof ...........................�........... ..(PlgrNw i s under of Z or U3 --le Tnm or IUM Cvnnocftn at LoodboaftWOb.� PmPrifty pjfte ,Co, ifoo>wumnaegutmod"pewr 21---(T 13)-- Gable R,00Ougoobw-.- - 20).............. s maser of 2 or U2 Tmw or Raffm Con necUms at NoM ewb*Waft Pro ► ..(fablt:i4}w _.....».......»................U­O' "Ib CMR ►/ 68 an 'rl, .._.._ ......_.__._....�..... -� kftew Imot --------------�-------------�-_.{rasa 2?...........:........_..._......_........_....-'= Notm T!�d+ed�st be znet in antlr+abY.woedrdbfg in Z m VwrcVkwnwftcf 790 CMR 5Sa121A Ann 1.iftire dww&W ie met In Igm 9 t� idd dMWO WO nut oKpdred pwtw%%TCM."lid UO GUIM a Stoat SbW W b. . 2DC`,mgePer11 a, Comer S Hdd Cbwm per Is*OW Fea Ift z _ t►e a� to 88 sty a.a pawed whey*sad tna patt�ttra � rhrT 10a�fli.' 3 The bourn ON PM M GMMVAM SM De s nintrwan 2 tR nonfmw_ Pr1e oeere�ar ` �1 , vs-,Q- 74 P✓2� rr r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION i Map o� D Parcel OSy INtTALLED IN C®I IPLI qK Permit# Health Division ��,—tea n WITH TITLE 5 �D'ate Issued Conservation Division / 021®F 0-awd � qi F GRee I y6 3 TOWN FIEGULAI°fm.�F Tax Collecto Treasurer Planning Dept. _ r J Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address p3 Gll I L.LO G(1 ,eOAI b Village CENTIE,e,V'/LL15_ Owner ��/ � % DflC�y Address Telephone '7 7/'10` 61 , Permit Request 70 eJ),V S 72JC_,7 /t SIA16M F12M ILy HONE Square feet: 1st floor: existing proposed 1740 2nd floor: existing proposed 600 - Total new r'131 Estimated Project Cost /30,300 Zoning District Flood Plain Groundwater Overlay /ff Construction Type Let 00b ME _ Lot Size �/3. 5(-0 Grandfathered: ❑Yes W46 If yes, attach supporting documentation. Dwelling Type: Single Family a/ Two Family ❑ Multi-Family(#units) Age of Existing Structure Ni5u) Historic House: ❑Yes C1I' o On Old King's Highway: ❑Yes �o Basement Type: ❑Full Ycllrawl ❑Walkout 0 Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) /7 V0 0 Number of Baths: Full: existing new -3 Half:existing new / Number of Bedrooms: existing new Total Room Count(not including baths): existing new '7 First Floor Room Count 5— Heat Type and Fuel: UI/Gas ❑Oil ❑ Electric 0 Other Central Air: B'Q ❑No Fireplaces: Existing New a Existing wood/coal stove: ❑Yes II 0% Detached garage: NJ/existing ❑new size Pool: ❑existing ❑new size .Barn:❑existing ❑new size ' Attached garage:❑existing ❑new size Shed:Ulexisting ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes WrIN"o If yes, site plan review# Current Use 00TIAGE Proposed Use YgAe kocl4/A 99517JCVC6 BUILDER INFORMATION Name d Y5 /IJF_ C9 I L IV(a /Al C. Telephone Number 7 71 e t 0 '16 Address -A License# 00 5t0 qs— e—CIfJ764V(C_C,Ic Home Improvement Contractor# �— Worker's Compensation# 7C 4 0 0 91!�I t 0Y l ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 5dVPW1C q L?1NaFLL SIGNATURE , DATE — 1i�3��y FOR OFFICIAL USE ONLY PERMIT-NO. ' DATE ISSUED MAP/PARCEL NO ADDRESS VILLAGE _ OWNER DATE OF INSPECTION. - FOUNDATION;: ' FRAME' f e INSUL'ATLOI FIREPLACE._ �- ELECTRICAL: ROUGH FINAL } `- PLUMBING: ROUGH FINAL r - ' GAS: ROUGH FINAL _ cVoSc aut' FINAL BUILDING' DATE CLOSED OUT ' ASSOCIATION PLAN NO. - TOWN,OF BARNSTABLE ..F, CERTIFICATE OF OCCUPANCY PARCEL ID 210 056 GEOBASE ID 12986 'ADDRESS 93 WILLOW RUN DRIVE PHONE CENTERVILLE V ZIP LOT PARA- BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERRMM T TYPE BCCQ9 TITLEIPTION C7R�IEICATELUFHOCCUPAW PMT #42265 CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: . $.00 OxTNE CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE Pl y*F E- } * 1ARMABLF, • MA$3. 1639. FD M�► � BUIL`!GD 94 IV O DATE ISSUED 06/15/2000 EXPIRATION DATE THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I A , m / �GL�"- IL DATA a . V .. —_— ji .ARC"EL ID 210 068 GEOBASE ID 12986 ADDRESS 9 3 W I L:LGW RUN DRIVE PHONE GEN�'E:RVI LICE ZIP �- LOT PAPA BLOCK Loll SI21E DBA DEVELOPMENT DISTRICT CO PERMTT 42265 D+° CRIPTION 3 BR/3BA//ADD TO EXIST FOUNDAITO ..(SEW 493--'72). PERM1T TYPE BUILD TI LE- NEW RESIDENT?AL BLDG PMT CONTRACTORS: BAYSIDE BUILDING, INC Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL LEES: $403.93 _ BOND IS.DO �INE CONSTRUCTION COSTS $130,300.0(? 101. SINGLE FAM HOME DETACHED 1 PRIVATE P' *''B�►arisrAB NNW pmwwr' AP PROVE APPROVED TOWN OF BARNSTABLE TOWN OF BARNSTABLE ❑ GAS C�'WIRING ❑.� ❑ PLUMBING BUILDING ElPLUMBING ❑ TFfFMWG <� OR NTLY.EN- D U REET OR. S M E OFTHIS PERMIT D ROMS OF MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: y. APPROVED PLANS MUST BE�RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE THIS CARD KEPT POSTED UNTIL FINAL INSPECTION 1.FOUNDATIONS OR FOOTINGS PERMITS ARE REQUIRED FOR HAS BEEN MADE.WHERE A OERTIFICATE OF OCCU—... 2. PRIOR TO COVERING STRUCTURAL MEMBERS ELECTRICAL 'PLUMBING AND MECH— ANICAL TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE INSTALLATIONS. S INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4:FINAL INSPECTION BEFORE OCCUPANCY. r _. BUI ING INS `, ;TI�,, fjROVALS PLUMBING INSPECTION A"e,PROVALS , ELECTRICCA INSPECTION APPROVALS t. zi Uk . �d . �, .,... E � n A 2 2 \j � l.���Q® 2 le" 3 1 HEATING INSPECTION AP ROVALS ENGINEERING DEPARTMENT 7'- 1 i3f;7f� \1. J4 1 2 5— 04-09 �f' MID OF HE LTH OTHER: SITE PLAN REVIEW APPRO L WORK SHALL NOT PROCEED UNTIL PZRMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HASAPPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY. VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- _.TION. NOTED ABOVE. TION. rA r t w 1� r Inclusionary Affordable Housing Fee Property Owner's Name . A Q L l C- 1 ,'U ProJ'ectLocation C J� IlV LL f Jl� �. ����✓ �� y — �1L� Project Value � �� J�� Permit Number Planning Dept. IFNECELUSION Y H USING PLANNING PAID INITIALS DATE_/ s q-3 olza v p-(Jv ;6,0. lag, rzdo - -3 0 i ._ f n �c a ti � z T � � , r z K � �`F f ` r i" t 1. � F MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2 . 0 Checked by/Date CITY: Hyannis STATE : Massachusetts HDD: 5973 CONSTRUCTION TYPE: 1 or 2 family, detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE : 11-3-1999 DATE OF PLANS : 10/27/99 TITLE: 93 WILLOW RUN DRIVE, CENTERVILLE PROJECT INFORMATION: LAKE HOUSE COMPANY INFORMATION: BAYSIDE BUILDING, INC. COMPLIANCE: PASSES = Required UA = 524 Your Home = 488 Area or Insul Sheath Glazing/Door ; Perimeter R-Value R-Value U-Value UA CEILINGS 1740 31 . 0 0 . 0 60 WALLS: Wood Frame, 2411 O.C. 3113 19 . 0 0 . 0 182 GLAZING: Windows or Doors 627 0 . 350 219 GLAZING: Skylights 20 . 0 .350 7 i DOORS 56 0 . 350 20 ------------------------------------------------------------------------------ ' COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other ` calculations submitted with the permit _application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code . The `heating load for this building, and the cooling load if appropriate has'.`been determined using the applicable Standard Design Conditions found in. the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design, load as specified in sections 780CMR 1310 and J4 .4 . f Builder/Designer Date f h MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2 . 0 93 WILLOW RUN DRIVE, CENTERVILLE DATE : 11-3-1999 i Bldg. Dept . Use CEILINGS : L ] 1 . R-31 k. Comments/Location g WALLS: [ ] 1 . Wood Frame, 2411 O.C. , R-19 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1 . U-value: 0 .35 For windows without labeled U-values, describe features : ` ` # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location SKYLIGHTS: [ ] 1 . U-value: 0 .35 For skylights without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes ( ] No Comments/Location DOORS: [ ] 1 . U-value: 0 .35 Comments/Location Y AIR LEAKAGE : Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed,.. Recessed lights must be type IC rated and installed with no penerations or installed inside an appropriate air-tight assembly with a 0 .5" clearance from combustible materials and 3" clearance from insulation. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors . MATERIALS IDENTIFICATION: �`[ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be f -values and glazing U-values must be clearly provided. Insulation R marked on the building plans or specifications . DUCT INSULATION: [_ ] " Ducts in unconditioned spaces must be insulated to R-5 . Ducts outside the building must be insulated to R-8 . 0 . cs DUCT CONSTRUCTION: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts . The HVAC 'p system must provide a means for balancing air and water systems . TEMPERATURE CONTROLS : [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in sections 780CMR 1310 and J4 .4 . MISC REQUIREMENTS: [ ] Refer to 780 CMR, Appendix J for requirements relating to swimming pools, HVAC piping conveying fluids above 120 F or chilled fluids below 55 F, and circulating hot water systems . ---NOTES TO FIELD (Building Department Use Only) ------------------------- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION- Map A/o Parcel d S� �' � L�' i ' °E Permit# 42 Health Division — 7 u • ,4 CH TITLE 5.0NMENTAL CODE AND Date Issued I U 9 Conservation Division " raj j if�l �{E�„ULAT�ONS Fee 1 9ri Tax Collector Treasurer , O Planning Dept. Date Definitive PI a ApTved by Planning Board Historic-OKH � Preservation/Hyannis Project Street Address g� a/140a/ �C(Al � _I yE Village C PLAJTF-R V/LLE Owner t32 L�'1�t/ 7 . D C � Address 13dk 9S_ CE-A 11l&4Z Telephone 771 1 OW Permit Request T�F 40C151-1 'TlfE- F_X I S'TI/V6 Ho(Ica E: 30uJ/v To I lfE: Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total new Estimated Project Cost Zoning District l� —1 Flood Plain _ C Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family Y' Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes U'I�lo On Old King's Highway: ❑Yes WRZ— Basement Type: ❑Full O'Crawl ❑Walkout .O Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing J new Half:existing new Number of Bedrooms: existing 3 new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing I New Existing wood/coal stove: ❑Yes & 6 Detached garage:Of existing ❑new size Pool: 0 existing ❑new size Barn:❑existing ❑new size Attached garage:0 existing 0 new size Shed:existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal,# Recorded❑ ' Commercial O Yes �lo If yes, site plan review# Current Use L' / / � Proposed Use /t95 BUILDER INFORMATION Name �jLiDG• /VC Telephone Number `??/— 10`l0 Address l30 X q License# 60 56 CIFAIF169 V 1 Lt_ Home Improvement Contractor# Worker's Compensation.# IC 4 Li % !4/ ! 0q ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO '� JlGCt� L�9�i/0f�lL� SIGNATURE DATE E FOR OFFICIAL USE ONLY ` PERMIT NO. t . �j DATE ISSUED � *, ;` � • � , • - -� .. ,. _ t r MAP/PARCEL NO;' ADDRESS VILLAGE r � OWNER DATE OF INSPECTIO? {"p + FOUNDATIONµ! FRAME r` INSULATION "° i FIREPL`ACEr�t ELECTRICAE: ROUGH FINAL - s PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING' ` r DATE CLOSED OUT ASSOCIATION PLAN NO. ,. _f , i Assessor's office(1 st Floor): Assessor's map and lot number v =' —­f' :,< YTIC MUS to Conservation(4th Floor): T} �— 3 SJ��-`���. TALLED IN COM� ew Board of Health(3rd floor). WITI�TITLE Sewage Permit number g Engineering Department(3rd floor); + �IifIF106V�1��T{�L AT Ci yo• House number + Definitive Plank Approved by Planning Board + 19 + APPLICATIONS PROCESSED:8:30 9:30 A.M.and f.00-2:00 P.M.only 4 j TOW`N4 OF BARNSTABLE BUILDING . INSPECTOR APPLICATIOWFOR PERMIT TO TYPE OF'!CONSTRUCTION 19� TO THE INSPECTOR OF BUILDINGS: The undersigned 1 `,�heereby applies for a permit according to the following information: µ Location ` J Aj��shw Run 0 `ol —l(— �� 1/ ( I Le _ Proposed Use � 7�� Zoning District Fire District / . ' `. Name of Owner '" oa Address 05 W S d l 1p u n Name of Builder v ��- - �� Address I�0 V ql�pc,& -.5y" Name of Architect Address �— Number of Rooms Foundation z r � Exterior RoofingVlJ Floors w Interior ) Heating Plumbing / y Fireplace - Approximate Cost oo Area `7 — -S Q �Q o� Diagram of Lot and Building with Dimensions Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstablnrthe above construction. r r Name Construction Si ipervisor's License £ WET!'ERING, FRANS { No 3 6,7- Permit For BUILD STORAGE SHED Location 93 Wil'low Run Dr. Centerville Owner. Fr-ans''Wettering Type of Constructions _ Plot Lot Permit Granted,, June 13 j g 94 Date of Inspection: Frame 19 Insulation 19' Fireplace 19 - t Date Completed 19, ��, IN t t T 3 a _ 41 e / A �f Q/ :SSE. - :Q4.4xiry �y - 64e,46Ei - raw�w.4y .------ i V � I � 1-� �---- ko V-,\,z st�-- a- Lon 710 " QJI� � l - t itt.' , q6l%iausq lef? w 0 0) . rq 0 •'i -'-' w „o- c r 3 +� U) ccrL , - WO txl� a r s a , RnPERTY ADDRESSM1 - I STATE i ZONING j DISTRICT CODE SP-DISTS.I DATE PRINTED j CLASS I PCS j NBHD KEY NO. 0093 hILLU'.' RUA' DRIVE 1 RD-1 30C IOCG 07/09/95 1011 J� 4':tYC R210 053_ 129863 LAND/OTHER FEATURES DESCRIPTION ADJUSTMENT FACTORS T v UNIT 'ADJ-D. UNIT iiETERRINGS/ FRANS J MAP- �L ae�yroate„ - s D�men LOC./YR.SPEC-CLASS ADJ. COND. P PRICE PRICE ACRES/UNITS VALUE D c peon CARDS FFD IhrA ! E 11 AND 1 113/000 ACCOUNT —_ C S IN ACCOUN i.15 t 1AT ERFt T 1 . X .80 =10Ll 113 124939.9 c 141249.96 .80 113Ju0 lit 3LD<;(S7-CAiRD-1 1 66/6OO 01 OF 01 OTH R FEHTuRE 1 4,200 C 0' 1 I8A TH , 1 U� I C= 1Uq 3500_'0 C 3500.'J0 1 :00 I 350L; 4'PL 93 WILLOW RUN DR CENT IM.aRKET 169700 } - N0 Rs Y T ,S ( i C= 100'� 7.2' 7.20 804 530U 'J OL ! OT Pr k;a INCOME IFIRE'PLACc ..r U x j C= 1001 31OO.00 31 CO.OU 1 .30 31 )0 ! :K 1t47 b 1 0 5 IUSF A IF�1 rEl Unk' 18 K' �0 ( 196G C=' 'S6 19_3` 10.80 36C 39ilv F I jAPPRAISED VALUE! r) -,u S 6 - 8 19h7 D 63, i 11_71 5.7 4t3 ( 3JU : 8 1 3,800 I i j IDARCEL SUMMARY U - j L .^:D 3 OC I_ r" {oI DGS 6660C T , Iu-L', S 4200 IVI I' - _ - I - TOTAL 183800 r I e C� ST I. I 11 j - _ 'L. _ •. 1 - _.i - •.I I" I � 0Ragrl o:l0/-0—�ml F R.1 OP YEAR VALUE RE DATE Rwa Invpa Sole.Pr AhD ,3JGGMnTS I .-t. LDGS n80C (TOTAL 18380C cU•LDIr:G PERM;, I - - j I I I Date TV I A—tal ' LAP, D LAND-A DJ iNC ME tVSE I SP-SLDS f'EATURESI 6LU-ADJSj UNITS ) I _ Y 1330.3 I I II - 420u 600 ' t.i:i7):? ,5/:7 4 AD 2200 j Ca Un Unilsl Base Rdle I A01 Rd10 AYea Bu, A NDOpR!. oC.b% CND Lo< G Hepl GO.I New Atll Rapl V $lor:9 rle�ghl� Rooms Rms Ba,b9 I Fi, PMyv.all F¢p. I01C `tU0 110 -110 61.00 67.10 30 75 19 60 120 100 96 69414 66oJJ 1_"} S 3 1.0 4_C -- — Rate s —---- - 1_00 / 1/00.69 C s�.p e Fees T R pl C s, MKT.INDEX: IMP.BV/DATE. � � SCALE. ELEMENTS CODE CONSTRUCTION DETAIL BAS 1J0 �O7 10 804 5394 C,,iST F J L F_MP '55 5_50 120 660 -----------3 4--- i TYLS U9LrOTTAGE I 0 0'FWD 85 ii_50 � 724 6154 ! FWD *-* DESIGN ti-J ^T 02 N SIG A6iU_ T-f 10_0 ' li FEP .,65 43_62 130 7852 ! 6 x7_;T._.r LC.3 "JTJLOD- FRAPE ----- �.0 ),. ! *-----20- HEAUAC--TYPE- -iJ�SAS ---------------U.0 i 9 FEP *9--1 Z--* VTt4.�TV1[3H 5 - -- --- ----U.O f - ► ( ! 6 INTER L_AY00T-. -UT ------------------- _CT !. *--1 --*-----20--30-*--10--= iI�tTc t lUY J2 A�tE:A�-EXTrg �T-0 ,. U 1 1 1 FLOOR STRUCT JO --- ------ -- -ir.0 N 40 ! E CO'JR C;)-V a -J0 -,------ --,-,------U-0 D E TO,IAe— 'A.. e 1 024 ease= 804 ! 18 18 ROJr TY?s JU - -- -- �T 0 BUILDING DIMENSIONS - ! ! - BASE ! "L C C T ii I l AL a3� U_G T HAS W20 FLIP S 0 6 E20 N 0 6 W20 .. ! ! ! FCIU—DAT_1_UQ JU - -.--9_T A BAS .SO6 . d14 W15 N40 E34. SO 1 1 -- - ------------- FWD --- --- E03. S06 E12 S06 FWD W10 N09 W20 ! *-6-* *-----20-----X -- dli;IJ :2kC CEF4TI RV I_u LE (ON WEOUA(7UET LAKE .509 W10. S16 E06 S06 FWD EIAS ! 6 6 6 LAND TOTAL MARKET N06 WOO N1-8 E10 FEP N09 E20 S09 ! ! ! FMP ! PARCEL 113000 183800 ... W20 . . - HAS E30 S18 .. *----1.5----*----14---*-----20-----* A k E A 15603 VARIANCE +0 +1078 STANDARD 20 Con:. Blk.Walls L' Bsmt. Rec. Room St. Shower Bath % 13smt / ? '-------- --------------=— P U R C H. J AT E Conc. Slab Bsmt.Garage St. Shower Ext. Walls _ PURCH. PRICE . Brick Walls Attic FI. &Stairs /. Toilet Room Roof RENT Cir•' ` Stone Walls Fin.Attic Two Fixt. Bath -—_ Floors Piers INTERIOR FINISH Lavatory Extra- -_ -- ----- —_--v,-��' Bsmt. F f 1 2 3 Sink 1 --------------'- ---- — G 3/41/2 `/a Plaster Water Clo. Extra---- - --- At:tic--------------------- _ ---y-- /c. EXTERIOR WALLS Knotty Pine, Water Only Double Siding Plywood No Plumbing 8smt. Fin. _-_--_ .----.- Single Siding Plasterboard TILING Iy I-t_Fin__-- r ✓G� ;.� Shingles / YG' + i? Conc. Blk G F' P Bath FI. Heat Face Brk.On Int. Layout -� Bath FI. &Wains. Auto Ht. Unit - Veneer Int. Cond. . Bath FI. &Walls c r- E.- --`� --i -- - ^� ___- _ Fireplace Com. Brk.On HEATING Toilet Rm. Fl. I . _-- Plumbing L.._._ :•- ,__l -, , Solid Com. Brk. Hot Air Toilet Rm. Fl. &Wains. - - - Tiling - Steami Toilet Rm. FC&Walls Blanket Ins. Hot Water St. Shower Roof Ins. Air Cond. Tub Area Total f.. Floor Furn. ROOFING COMPUTATIONS Asph. Shingle Pipeless Furn. p6 t�+ S. F. Wood Shingle No Heat / �) S. F. / G r) Asbs. Shingle Oil Burner 1 ) S. F. r/u Slate Coal Stoker S. F. = , Tile Gas S. F.` OUTBUILDINGS ROOF TYPE Electric S. F. 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 MEASURED ' - Gable Flat _ - _ - ! Hip Mansard FIREPLACES S. F. Pier Found. Floor - I - - Wall Found. O,.H. Door LISTED Gambrel Fireplace Stack I, FLOORS Fireplace . - - - Sgle. Sdg: - Roll Roofing - Shingle Roof Conc. LIGHTING Dble.Sdg• DATE E arth No Elect. Shingle Walls Plumbing Pine - -- — Cement Bik. Electric k j Ha-rdwood ROOMS - TOTAL, - 7 Brick Int. Finish - PRICED Asph.Tile I Bsmt. 1st Jf�B?Single 2nd 3rd FACTOR .<f ✓is I -REPLACEMENT 31 i ! OCCUPANCY - CONSTRUCTION '-SIZE AREA CLASS AGE -REMOD. "CON D. REPL: VAL. - Phy.Dep. PHYS. VALUE Funct.Dep. ACTUAL VAL. - - L _ fg l � 4 6 I _ , g .I 10 TOTAL l /3F SO f:. . RESIDENTIAL PROPERTY MAP NO. LOT NO. FIRE DISTRICT SUMMARY -- STREET off Great Marsh Rd. Cente-ville fBLDGS. - -- Ci-0 ;` C1 .7� OWNER „' ? f .F ; C �,�' RECORD OF TRANSFER DATE BK PG I.R.S. REMARKS: D.L. Parcel A. at!�- 7- B--Weterrings• Frans J. & Parazetta W. _ q`-10-7 13l 68 a 0) `7 ...�r —- - TOTAL l...d�� 55,000 consideration ------ --- LAND C ,[�/�--70C - ------- --- - - --_ BLDGS. T s. r ` �'� /.1 � 01 TOTAL --- - ------- -- - --- ----- LAND BLDGS. TOTAL -- ------------ --_---- -- --- - LAND ----------------------- ---- - - — BLDGS. -- - - - -- -- TOTAL -- - - -- - — - ---------- -- -- HLAND LAND BLDGS. INTERIOR INSPECTED: rn — � TOTAL DATE: 7 Y l L.V, f`I^`ramivy�: � •�� \/IJ� .Z ,f� \ i } '!�,,+.�.t,;� LAND AC EiAGE COMPUTATIONS BLDGS. LAND TYPE # OF ACRES PRICE TOTAL DEPR. VALUE — TOTAL HOUSE LOT n 97� �'c' fir' ') 3 S, no - ` r< r> LAND CLEARED FRONT BLDGS. REAR TOTAL WOODS&SPROUT FRONT LAND REAR BLDGS. - WASTE FRONT - TOTAL REAR "LAND TOTAL LAND — - -- 9 BLDGS. 0) LOT COMPUTATIONS LAND FACTORS TOTAL FRONT DEPTH STREET PRICE DEPTH % FRONT FT. PRICE TOTAL DEPR. COR. INF. VALUE HILLY TOWN SEWER LAND ROUGH TOWN WATER BLDGS. HIGH GRAVEL RD. TOTAL LOW DIRT RD. LAND -- SWAMPY NO RD. 0) BLDGS. TOTAL x • Y t z T T - - l . Slay.za 1 s/ 37 FTT1 7❑I / 1 t' —j I -` I I , , I ,..Jra - �. /,cJ I I �..L�.rl , I I j• F1 !I I _— u C L J I_ . . I I I i .1 I f I j. PROPOSED I' I r'i 11' b I It I e I ..I it ;it RIGHT — I 'I,�rri IIIlIIII J�-_ J I —Eli - ! t Il� h_ I• I!�f :� +,;u.. _r, - �--1_.JLJ i][-']1L_J LE , i, li' • _�I- �- L; �r r'�-` Imo- PROPOSED FRONT , acre•a,.•..r•o• . r' SMOKE DETECTORS REVIEWED L _ 111 l ,_ .I Ir�.�,_. L _.'�S « • , i - - � — r A ® +, =, tc1, ® ® ' :. B r' BUILDING DEPT. DATE T _ ' SCOPE OF WORK f r + rt t I-, t DEMO EXISTING SINGLE CAR GARAGE i.a•Dvsaxwn FIRE DEPARTMENT DATE f .,1, w/e PITCH& ROTATE SHED AND MOVE BRED TO THE PRESENT _ i r,, rr { -,,. BOTH SIGNATURES ARE REQUIRED FOR PERMITTING I i t. n,DeaaxomrruoxTe LOCATION OF THE EXISTING GARAGE t rlJ DND� Ll 9.•:w we CONSTRUCT NEW TWO CAR GARAGE IN THE k i ! �I'' r ra'.: I_!' ®'It a""CHZ'" LOCATION OF THE,EXISTING SHED z , r- = it ltI 1 I L'T;. , ,L 4 .I ,x Li r•'.:[J T : _ - i .�/ it I; rl ® YI • - — r _t 'rJ ].. ,. a .._.1.._. CELld ..._::Ll__ ....L__T.-«.: _., L+__.. .'`t [i ,yy FROM= PROPOSED LEFT REAR r t k _I Copyright;2011 by „,„�,,, .,,•...�o.-:�._ --Damel=A.Sylver acre•vs•.fo• �.+.e.�.•.ro• . Chatham Drafting&Design Service _ -Na""' PROPOSED GARAGE FOR ---f DelLelA SY W DmoamONANDLOaADnla-OB3 !' • ) V&RM O aDDia AND LOCATIONS TO as a IJV •l� aa� �-3 ZIOUZ START NT aY OWNBaICOMBACfOa PAIOa f z a Chatham Drei'ting I Dee/grr 5�►vlee erum�Drvawacr. � ° °� ((��� i' �° o O � - 93 WILLOWRUNDR.,CENTERVILLE, MA ,,� Residential&Commexiel n.:�uaa� DRAWN BY: D.S.HA DATE:ca cad nra r ° SCALE: AS NOTED A-1 p ....�e.ie.mm.amraoad�ro^^m DATE: 02IM12 , l 101-6" 10'-6" 101•8" - - - T6%" __________________________________________________ - P ----- - __ --_ - d ________________________________________________________ Pa.RA.EIB•NA.AocAer laW �, eaw.leNr...m ® L`T S P.C.WAIL CATION WALL - V-PHIOR ABITUMINOUB ----..._.�- .--•••-• _ 3''6%"; ., ASPHALT(OR IQUJ FINISH ON A - ..—_ -.-. typ•61S•M md" 1. V.IR OUS P.C.FOOTING(TYPICAL) ... .. \I,IYVXl17/S•LVL t y rd Z r-S Z I'PC.PAD a w/a IAT P.C.PILE - y�p O B'IRE.COLUMI! :::i is i::-vi:-='vv'vz-v i'v'v:,s N ._.._. -------------------------- -- ( $ - - ♦1 _ a 1•CAST BLAB J.BOLTS PER I r •.. . drop 4"for door 6 Md POLY VAPOR BARRIER c C ons TH t i5 . WI WIRE I° I �I •e I GV • POLYUNDER r - H I ?�� WATERPROOFING I - ®i 1 • I fZS WALL I - Aep apd�DB i TYPICAL WALL .: �O .ma.00 a�e..R � I _- e®a•wk..hs ; • SZ1S b O ' fAPBON � 1 _ ____________________ __ ______________________ , zro" L - FIRST FLOOR SCALEFOUNDATION ,a1 .r ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH AMBIUCAN FOREST AND PAPER ASSOCIATION 28'•0• S' - 'WOOD FRAMING CONSTRUCTION MANUAL'FOR ONE ANDTWO FAMILLY DWELLINGS.(WFCM)• - 21'-0" - - - - - - - CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW ALL ENGDJEBRING REPORTS AND DETAILS TO ASSURE PROPOER INSTALLATION METHODS. 10'8" - 10'8" 8'0• 2X10"18"O.C. �.- - lN4ZlITWLVL / - 1Q Herr s�eA Ma�AIM us Bo alaElnTaoawae I,,. T t la c®.ING xcHr. a ; .. _.... ® � fp9-5 ' eoar BLOCKING 4'O.C.PER WFCM " 6'hgh•wall OPTIONAL HDR FOR - 3'•6%" m� PLUMBING DROP ,. - QQ ill "('.. CBI.INO. ® aGHr�• T ]AT DAM GENERAL NOTES A FRONT FLOORS WALLS(EXTERIOR) ROO LL�Ieaoa aJ JOIST LAYOUT(TYPICAL) FLOOR IOI.ST=IT AS NOTED 9Z soLm LUMBER Ir O.C.AS INDICATE IC OZ W/DOUBLE JOIST BELOW WI MZRIAP b•1.9ZPZTP SRTTBIC O.C. FLOOR R•SO W/DOVBLe PLATE MOLE SHOE ITYPICAU w cm OR EQU.SHEATHING l�W/1 PARTRIONa E.00RED PER WPCMI WANE 1 ER'rEAIOR)R 1E ° - SCALE.VI••i•-0• GAM0E9ZIZSNr 9TUD8 PA81t'7N®PER WCPN NAIIN09CN®ULE SUR FLOOR WVT&OAI JLING GLUED•FASTEN® ., ROOF R 8S W/VB.Y!'ING / PERERPC WM NAILING SCHEDULE 1R COX 088QU.SHEATHING PULL HEIGHT WATER PBOOPNEIBRANE LV ALL APPROPRIATE FASTENERS I HANGERS •rYVECE•OR EQU.HOUSE WRAP ASPHALT SHINGLES - - TO BE APPLE COLLAR I RAPIER TIES AS INDICA 10'-6• - *indicates tempered glfleB ' W,C.SHINGLES OR CLAPBOMDWHERBiNDIGTED - ALL FRAMING A SHEATHING TO BE NAILED PER wPCN VENTGIG TO CODE-TYPE Ten •. . NAILING SCHEDULE MA CHECK LIST ! _ 2l'•0".. - ALLFRAMINGSRAPSTDBEAPPLI®FERWFCM SECOND FLOOR CCopyright 2011 by C ruNGS/WAIs(INTERIOR) mECELLvr 6CJ1.G Vs•,I•-0• - Daniel A.Sylver In GYPSUM BOARD W/BZCSPTON OF DAMAGE Chatham Drafting&Design Service GARAGE W TYPE ZNOTM ; yN^ PROPOSED GARAGE FOR T a.sy l D01ERm AND IO STO DR /�r��J`� �j r•� / Q��,� OPENING SrLBB AND LOCATIONS 7T0 BB • "- J Chatham O/i��✓Bd/�trB Sri OF ePRROJECTBICOxT'BACIOa MOB J D�%((�' �a °� o ����et° �° o rt° � 5 - R93 WILLO W RUNDR., CENTERVILLE, MA �`�"'r'N�° R�;dentiel�Commercial M 649SI1'tOrf DRAWN BY: AD.S. Cape Cod MA SCALE: AS NOTED B'2 O DATE: OZIM12 `4 a 1-1 3/4x 11 7/8"ivl — _ — — — — —. — - — — -- - — — — — — — 4x6'post- 6"8"BOXED TRIM 2x10 Cn316 o.c. ' STYLE TO MATCH HOUSE 4 _ R^38 --- - 12 �k10 Q 6 1/2+/ jS 0.0. 2x10 @16'ox . -- - -- - - - „ x 1/2"fillerw. , I! ! R-21 t I ...,. :c applied trim - li h � n .E _ r I ., - .. 2x4"Ca316"o.c:. ,. (typical).' � a < w ° W. R_30 E - 8-1 S/4"x 11 7/s"Ivl WO @16'o.c ,w 2 z4"16"o.c.(typical) •, I ` - see detail "B" sheet n A-4 1, r a, or wall construction 0. - f ' 2x4"16"o (typical), - ° ..dbl.2 x 4"shoe `2 x 6"P.T.sillIN - w iJ - ' re.. -, _ NI.11I .i1 I:-.Iri: 4 .II�I:_II -I ....i: I�.i,::'.. ..-, '.:., , .,:'. i..r.. ��-...,. rI•:: _i -�i�� .. - I' ... .-._ F .......,. I ;'._ ,yl;_" .:. ,.:.y I.___ ai!_!�1�' II:�Ic .. I. aR�•• 1 , _...._.. : ..'c •- ._ I, 7 1 i.�1� l.a 'J' � 111�1 ! 1. !.... F'�.:9!!_ ,.�:1 L .::. - .' >. , � II•,; '�-I - .�' .-.; 1'li' LI !]] c I,•„i .,,.. '« _. - II ;:1?ac —L li� Q.; I^ SIC .=� -.�;1•._ b. .1. II 'i ate. ,� I y{ - ` L ' W. ,... - 21'�U" s FRAMING TYPICAL) C , . Copyright 2011 by Daniel A.Sylver _ Chatham Drafting&Design Service .. �•� pig � .. PROPOSED GARAGE FOR Daniel A.sylPer OPBMNO ff=8 AND I.00AT[ONB TO BB �Bd�C�11V�GBIo Bwo���coxrawcroaewoa ary� ��� � CGS/ �' ° i ° OOS� - 93 w WILLO W R UI�T DR.,CENTER VILLE MA �;"m Residentle/&Commercial a:aoas1s'a nr DRAWN BY: D.S. , ' Cape Cod MA SCALE: ;. AS NOTED B�3 a' O - - _ ....�c.w�arwonoemno:.� DATE: - '02lOB/12 _ zbn(ge DIRECTIONS TO SITE FROM HYANNIS: Take Route 28 toward Centerville, take a right onto p . hmney's Lane; take I em RD-1 first left onto Great Marsh Rood; take o right onto Willow Run Drive; road bears to the right and house is on the left 9 3 N co . 5 'a oy ``H OF M� a z CH Area (min.) 43,560 SF �' � o RIARD Gam, Frontage (min) 20' - 10' S' m ° R. Width (min) 125 Ref.: N/F !—� ? I LHEUREUX N Setbacks:' Assessars5 Ref° Richard S Haddad rn = j ➢ I I No.34312 Pe Front 30' Iv1ap 210, Parcel 58 4028/26 c S Side 10' m j335f' ❑�_❑ ❑— J 1 —❑ ❑ ❑ Rear 0' 0 E I 0 i vo u N 4 7 -�--r !��®t����®® �se� w w 76 I I GARAGE G _ fl � O' 1 , 1 0y �S, \ 1 STY WIf --- �\�• c I I I I �; COTTAGE: !--- IM. I I 11 C7 D t Q _ ^� _ _ 35 OHO -/ _il ..G7V -- -_ L NE DRIVE � � � �� ��B .I I' I I �v1 �".=J '\ -------=- ---------- JO TO kJ a II \� -----= ------- '� s -'� - I ( 201± II� s �o� S 45'1.5'10" I 37 _ 750.46' --- ` _ I I ,off �\ �/0 , S-49'17'20" W f I I IIw w vo r I N/F. Michael F & Elizabeth Pj Grady f' p o � o F30. _ 1 w 2398/221 " c" \ 1 i " Cii�S� 2 0 15 30 45 60 FEET m o `< Rr=v15\ota 10/15�49 ADDED wOc2K t1MiT5 Dwg # �����p pip Sheet Title: C318P2 Sullivan (Engineering, Inc. � ��J� V �6�� Ran: 93 /�iI6��Dw Run DPoee9 CSC NarvUb Scale 7 Porker Rood OstePOl , MA 02655 Osterville MA 02655 For: OHM D(((�Y1y/ 1"'=30' CFO/ Dote (508)428-3344 (508)428-3115 fox (508)420-3994 (508)420-3995 fox 7 71SEP199 PSWIPEVool.com copesuroPcopecod.net SMOKE DETECTORS O.K. BARNSTABLE BUILDING DEPT. � I IL .-L- I L4 I , i i I I I -1 it T FRON7 'EL EVA71ON I 1 1 .. it I: !i V I LEFT ELEVAT I ®N 1 f , 12 IL EF - I I RIGHT ELEVA71ON eCALE: 1/5" = 1'-0" G - -- ---- --- --,.-• inri--� it =- - - -- it I II II , I I � 1 I- --II -�- I I it i I. REAR ELEVAT 1 ON SCALE: 114" = 1'-0" r i 43'—4" r I I DECK 4 I✓2" 4 i! � I = I � t f ,I - in Lj v 5 I I I L 4 I = r GREAT" I ORCt-1 0 ROOM ,I of FIRE FIRE -v PLACE O PLACE DINING m 4 1� 4 TU Y � TV ----- I _ _ 1L I ISLAND _ \ - 10'—I 3/4,, 4'—O I/4" 4'—O 114" 9'-7 1/2" " e? — II 00 n i 1"!ASTER / oo - I E D R OO M r = I CL TABLE m w o o - /2 FOYER KITCHEN - (Y . SA7�4 ivi I i I I BENCH 1 I - ` —--------- � _ � DwI o 0 ...I , I � ` lI o T 4'-4° 1 IUP UP WALK— IN ASTE CLOSET BATH i 12' o° '-1 3/4" 7'—I 3/4" I t I I FIRST FLOOR FLAN ----- 16'—O" 10'_O" � ' —I Zli_4o ----- 10'-0" 5i_In —1 4'—II" o DECK F._. DECKLo o ' tD OPEN TO BELOW I I f— , j I 6 I j i ml _ BED�001"Im� r i 8'-6T— 3'-4 I/4T 8'-5 II/�— "i LOFT -=-====-==---=- OPEN TO _ — 7. — - C— BELOW 30 "� v♦ 06 _ Lo f _ i i , IIi i i fill' I ano SECOND FLOOR -f -,L 1 I I SCALE: 1/4" = 1'-0" i i $EC< i x _ I • V3 _ ACCESS v -8„ I • —BEAM POCKET L — J I L — J BEAM POCKET — I - — 3-2x10 GIRDER TYP. ' I ---- 24"x24"xl2" GONG. PAD Trp, 3 1/2" LALLY COLUMN TYp. v CRAWL SPACE m! 7n m 7'_0" 7'-0" �, 7'-0" 7'-O" - _ 4'-4" 2'_4" I _4 IT BEA POCKET L — J _ L - -� L J L — J L — J L — J L — J 3-2x10 GIRDER TYP. - -_-' EXISTING 5 COURSE 8 CI"IU = I j „ BEAM POCKET--� 24"x24'xl2" CONC. PAD TYP. f FOUNDATION I vl i 3 I/2" LALLY COLUMN TYP. � S\ U w o x — x — cv cv @, /n / �° • Q 3/4" 7-5 3/4" " N IBEAM POCKET I I --- ------�'. —BEA POCKET L — J of -- �—--- —1, 2 _4 3-2x10 GIRDER TYP. -- �— - 24"x24"x12" CONC. PAD TYP.3 I/2" LALLY COLUMN TYP. I DORM t-I _ FOU N DA71 ON A N 8"x48" CONC. WALL ' 16"xl0" CONT. FOOTING I I SCALE: I/4" = I'-O" --- _ ._---._.- _ 9 - r • � a II 12 C ' �0 G +�o� Q 12 (2) 2x10 BEAM �p a �6 (2) 2x10 BEAT I 12 2x12 RIDGE � 0�• �-Fj s r— R30 F.G. INSULATION �� f �10 � 2x12 RIDGE (� 0100 2xB's @ 16"O.C. ` i6 4 1/2 18i_3o I i�-— �12 2x@ s. •- `Q' LOFT / C2) 2xiG 4�EADER \ J r, j ICI i� II I i� III II �I li I� �I I i � I II II �i Il LOFT 1 I( 2x10'5 @ 16"0.C. GREAT v! (2) 9 I/4" LVLrs GREAT L^ i Roo[, R19 F.G. INSUL. IN FLOOR JOTS 2x10's @ I6" .C. I L /—P.T. 2X6 SILL + SILL SEAL ANCHOR AT 8' MIN G" FIBERGLASS IN5UL. jo(7 7 _. 2x10's @ 16"O.C, tS P.T.i 2xi0"S @ ib" O.C. CRAWL SPACE 3-2xIO GIRT CRAWL - - SPACE SECTION SCALE: 114" = I'-0" t-- SEC; j m I I e 12 I2 ?a!p 'Q4 1/2 2x12 RIDGE BCARD TYP. "TRIM: \ d•C —CONT. DRIP EDGE VENT , RED CEDAR SHINGLES R30 F.G. INSI]✓rATICN Ix8 FASCIA /i7fIjill 2x8's @ 1/n"O.G, Ix4 SECOND MEMBER y qq I 5/8" CDX 5HEATHING Ix8 SOFFIT J I2 \ Ix8 FRIEZE HARD AND BED i!9CULDIN< �_ Z Ix3 STRAPPING \ _.. -• 5t�`O G R_O F.G. INSULATION I � j SK7LIGHT 1/2 GYP. WARD \ j 9 @ 12 j.. i PLASTER FIN. TYP. \ % —RAISED THRE5HCLD 2xs �12 \ —PITCHED SUBSTRATE/ RUBBER MEM. (i \ _ — FLOATING PALLET DECK �' 2x8's @ 16"O.0 i I \�d' BAT}-I BEDROOI"1 �\ of I; Ix4 MAHAGON7 �. . @ �1 PROVIDE WEE? DRAINAGE AT WALL STRAPPING BOARD Y 1/2 GYP ,g TY P. INTERIOR PARTITION: , I \ �� 2x4 STUD WALL / 1/2" GYP. BD. \ % PLASTER FIN. TYP. /.' OC 4 j 2x10.'s @ 16'O.G. 2x8's @ 16"O.C. `� ---- ------- - �tE mi j 111OIII' 2x8's 16"O.C. i li a j n TYP. EXTERIOR NALL 2x4 STUD NALL / RIB F.G. INSUL. / - _ 1"IASTEK PORC�I' i CN EN D I N T NG v 1/2' 1 EATHING / TYV_K (OR =.-UAL) N.C. HINGLES Ti I TI BEDRocr FIBERGLASS INSUL. —3/4" PLY. SUBFLCCR TYo k - Ix4 MAHAGCNY E 3/4" PLY. SUBFLCGR TYP. - C`v ,:5,n 2x10's @ 16"C.G. P.T. 2x10"S @ 16" C.G. 1"IASTER �.c. P. 2x10 t; 6"O BA N 2x1o's i c. ;r ; j 3-2xI0 GIRT � i � � - tr j CRAWL SPACE t; 2xlO's @ 16"O.G. CRAWL SPACE 3-2x10 GIRT LLJ SC I ION -°" �~ S ACT 1 OIL . 1 ti , i i I SMOKE DETECTORS O.K. i DECK a cs t (- 4 1/2o a I� B RNSTA13LE BUILDING DEPT. I _ Q v� 5 • � _ I I� i ❑ r GREAT ORCt� �, � ROOM o FIRE FIRE I m c 4 1/ " 4 lit" "v �� r PLACE 0 PLACE D I V I N G - T U D Y Tv --- ISLAND -=� 4'-0 1/4" 4'-0 1/4" q'-7 1/2" 411/ " L'�� ? O O IYA�TER o o BEDIR00r-1 - CL i / I � TABLE Ir I L �i FOYER K 17 CN EN /2 i BATI-I I I ,0 `. O :El I I BENCH (0 4'-4" lUP UP m �ORCt-i WALK- IN ASTE j CLOSET BATH I I � i 12' O" I T-1 3/4" 1 1 ' i I F I RAT FLOOR CLAN SCALE: 114" = I'-O" 1 fi 21'-4' --- lo'-o° 5'-I" 4'-11' -I D�GK F,_ DEGK O ICI �i O ? N OPEN TO BELOW l m -8 1/2' 3'-4 1/47 8'-5 II/2r— N OPEN TO BELOW 30 I =.j Q•r I I - � I 2 , a r= _ _ _ 1 I I� � I . I � � SECOND FLOOR P L/ 1 SCALE: 114" 5 A5 Io 1 I I t I ' I 1 I I 5 I' x — I ACCESS v r -I L—BEAM POCKET L L — J BEAM POCKET--- I i I ------ 3-2x10 GIRDER TYP. 24'x24"xl2" CONC. PAD TY'P. 3 1/2" LALLY COLUMN T rp. I I I . V I _N O CRAWL SPACE , m i 7-O 7'-0" 4 I 7'-0" 7'-O" 7'-0" 2'-4" I'-4" BEA POCKET L _ J L - -� L J L _ J L - J L _ J L _ J v 3-2x10 GIRDER TYP. ---- EXISTING 5 COURSE 8 GI 1U 1 I BEAM POCKET „ 24"x24"x12" GONG. PAD TYP. FOUNDATION I v 3 1/2" LALLY COLUMN TYP. co tea , y ; No o j, I o O 6i I I N N o Q!, - Q 1 8" 7'-5 3/4" 7'-5 3/4" F BEAM POCKET -- -----' i r I v ' I �- I -- L J- - � —BEAhT POCKET o -- inl 2'-4" 11'-4" 3-2x10 GIRDER TYP. 24"x2 L PAD TYP. PORCH I 3 I/2" LALALLYY COLUMN TYP. 1 1 6 V I r FOU N DAT 1 ON AN \ 8"x48" CONC. WALL 1 SCALE: I/4" = 1'-O" I � 6"xl0" CGNT. FCiOTING e • r! } I } 1 12 @ N 12� 2x12 RIDGE (2) 2x10 SEAM �Q 9 i6 (2) 2x10 BEAI`1 R30 F.G. INSULATION F \�O s ;', II11 111 2x8's @ I6"O.G, a 11 2x12 RIDGE (,� �� I` + X 12 + I... I __• �.. - - _ 2x88& @ I6 O.G ._ .... - _ 1':I 1 ✓ (2) 2x10 HEADER \ LOFT I i I _• � i I ij i II I i li I i n.i i ( II. I ( 1'I I� �I I I i i i ,` ,./ � c0 � i I , f i III I� it � � � II 'i I I I 1 �Ii �I kill ' I - STAIRS LOFTLF-j 1 GREAT V j 1 G 2 EAT �„ ' I `� �• � ROOI"1 �- I R19 F.G. INSUL. IN FLOOR JOTS 2x10'5 @ 16° .G. P.T. 2X6 SILL + SILL SEAL ANCHOR AT 8• MIN (b" FIBERGLASS INSUL. 2AUs P IWO.G. c,t! -- ------- -----..._ - ---------_ _ ___ --------- , P.T. 2xi0"5 @ 16" O.G. 3-2x10 GIRT CRAWL SPACE -----.. .. ------- -------- -- --- - - CRAWL SPACE SECTION I ON SCALD- W" I DECK DETAIL(TYPICAL 2X10•P.T. JOIST 16"O.C. w h^ Y P PVC SPACER ---- ----- DECKING TBD 4 X 4"POSTLEDGER . CEILING"B DBL.RIM li CEILING .2 X12"P.T. "A!­-­ 2 I -. _.. : I W/1/2"SPACER _ _ _.._ _ 2.5/16•"LEDGER LOCKS* - -- -- I --- --- -------------- - OR 1.6/8"BOLT 16"O.C. / "GRACE OR EQU. BEAM TO POET W/AL.OVER CONNECTOR HANGERS 4X8"POST 1: - - - - - 30NA TO POST CONNECTOR k I! O 21-Olt r__1 [ P —) — 10"X C SONA I (....,..:- __ C PROVIDE SIMPSON TYPE c - II POST CAP AT ALL SPLICES ANDCONTINUOUSBEAM N O 1 .. . CONNECTIONS w 4 x 4 post STAIRS 6 wall 8,MAX. 4"MAX « 42"TREAD WIDTH 8 1/4"MAX HGT. 9"MIN.TREAD DEPTH THREE STRINGERS CLOSED RISERS HAND RAIL HGT.34"-38"ABOVE FINISHED SLOPE OF SURFACE OF RAMP SLOPE --3 1/2"p.c.filled steel poet \- POST V MAX C/C to pad A INTERIOR WALLS RAILING DETAIL (TYPICAL -4 vr. Vmol !CALM Vr.I'G' .. DOOR WINDOW SCHEDULE ��"P I—b..d..o 21-011 fl , WINDOWS - .. NIn T"l1.96•e.l Edr. lam�fl-dv Btrep I I j STIrRGlS"WDVDOAT6" flt Na LSTAE4 - _ _ - - ' M• by pl"bbb".dv"iW t". P..Me mp pl.b m!-dm•Awa LOCKING �� ' diend.�...u.�raa. ID MAN.# WINDOW SIZE R.O. TOTAL SQ.FT. CLEAR OPENING 100°""`o°�ti°•"°� nYv�.O - ' A 2 Smom n 0mu 59 X 65 59 1/2 X 65 1/2 26.6 24 5/8 X 21 1/2 &—. g,g�bkdda, a WW T,� _e�a.�• "2-2X10 PT v.mbr , e bliu wlAb Ir I p16"O.C. , , I B• AWWN o 23 1/2 X 23 In 24 X 24 3.8 �18 L2 X 18 1/2 4'0"X 2'•6" TBD NA NA r. a d tv a4 °b.u .. bm rs.�• 2X10"PT I I •, i. C TDD - (4 anel bi•fol� .vr ewr.mN eb.ma -, bl..bw.m.m.., .., @16"O.C. I I �, *NOTE - i Y ur eb...eem •� b.MLp een.YnpWnd •^ , , Oi WINDOWS ADJACENT TO DOORS _ .am.sd.vv..u.a...a.wrebb.aa.a O SHALL HAVE TEMPERED GLASS mmm.".m..a..a.amma.mw�m..u.a HANGERS DOORS � STDx14 ID MAN.# DESCRIPTION SIZE R.O. UNIT o w—r r W P "�.me.aamm SQ.FP 1 .--_ S262 ' - c A rxEEawrEu _ 13/4"9 LITE 37 6/8/82 38 V2"/82 112" 20 CLOPIA9 PRO 1 FRONT ELEVATION - - ' B sEarsa GARAGE DOOR 6'-0"/T•0" TBD 83 SIDE ELEVATION PORTAL FRAME SEGMENT � _ _- � ---`c' 2868 RHIS 1 3/4"16 LITE 34 1/2/82 1/2" 8�-011 C TNEaaurnu 336/8/82 17:8 .. -.w.__..._.--_....—O_....._---`-.*-•-...----�•.,� 3068RHI9 20 - D TNERMA Tau 1 3/4 16 LITE 37 6/8/82 38 1/2"/82 1/2" DECK JOIST g TBD 1 3/8"•2 PANEL 2-6/6-8 2.8 1/2/8.10 1/2 PORTAL FRAME WITH HOLD DOWNS (TYPICAL)N/A � _ WEAVE AS SHOWN P TBD 1 3/8".2 PANEL 2.8/6.8 2.10 1/2/6.10 V2. N/A . R G TBD 1 318".2 PANEL 3-0/6-8 3.2 1/2/6.10 V2 .NjA DETAIL "B" OCopyright 2011 by , Daniel A-Sylver Chatham Drafting&Design Service DenielASylver NSA DMENSION t.ub®aeDIMENSIONS, " PROPOSED GARAGE FOR OPENING ByOSEEK NSHMLOCATIONSCTOR flE ` Chatham Orai't/ng I Des/gn 8arv/ce �"�aT�EC®coNraAcrofl"E'Da a °�1���° °� ��'O � 2-ROSEN - 93 WILLOW RUNDR.,CENTERVILLE,.MA � >,r.°im Residentiel6lCOmmenial a=aoawarxr DRAWN BY: D.S. Ceps Cad AL9 SCALE: AS NOTED B-4 C •. _ .. _ _ .....mlb.ma.imo.aa.dm..m DATE: 02/08/12 i e , G ,Afp4 28 toward Centerville; fake o right onto Phinney's Lane; take Zoned DIRECTIONS TO SITE FROM HYANNIS: Take Route . a RD-1 first left onto Great Marsh Rood; take a right onto Willow Run Drive; road bears to the rignt and house is on the left , 93. o �aoy m `N OF MCf Area (min.) 43,560 .SF e D ,j C '; � Ux, o� RICH Frontage (min) 20' moo' S' m ° R. Width (min) 125' D N/F �" �` ? 1 `� I � LHEUREUX Setbacks �I339380rs Ref°° P.ichard 5 Hoddou m = L j r I I No.34312 FQ� Front 30' Map 270, Parcel 58 /2 \ 40286 q° S Side 10' cm f °�- °- Rear 10' N 47°00'40 t 4� °--° ° o Pro spa'limo fiat 6 STY W GARAGE ! ti � o tll O \\STY W�fl it—————- c / - Ulm • �` 3s ' - _ _ 1 ! I ! / I /L /so o � �• ' /� z 1 1 I � I •� I , I �I ��o � rn pr II I I 11 0) 0" IQ 36 9 l� 35 OHO I I N - s�� (� NE 0 --- - / a t7� Tco_ I. cp.Vl r —= ----------- -------- _ - ------ v'a �p a O I p i .. .. JO TO � '�\ ` ------- - —c'' S 45 11 F 37 _ 150.46' 36 — �- I I °I s �V) log 1�� II I It \\\ �� , / j S�49'17'20" W I I m't u s \ c�D \I� / \\\\\\\\\\ s m Z O 4' c / Y i C NO \\ / Michael F & Ln Elizabeth A Grady p p � � n -� �i U Ii�. G�J u.3 �- Cori 2398/221 rn '� o CIVI. o Jrq �! P D 0 15 30 45 60 FEET A' C, o j, N 0 \ R�/YS10h1 10/15�`►4 ApDED SNORK t►MITS Dwg # �����p ��p Sheet Title: {} n�j p � �} C318P2 Sullivan Engineering, Inc. l�J ll V SS O Ma '. �J�I V��UDOo i �M� DD��b�y C`�1��(1������ Scale 7 Parker Rood ti _ D PO Box 659 nn .� Osterville, MA 02655 �"Osterville MA 02055 ���a U���U� Dr���� (508)420-3994 (508)420-3995 fox 1 Date '(508)428-3344 (508)428-3115 fox copesurv®copecod.net I71SEP199 PSulIPECoot.com fit* • bWl$i r a ASSESSORS REF.: FLOOD ZONE: \ . • �, ,�,,.' • �'. �'�� ' brk�` art., CO � Cr\ Ma 210, Parcel 58 \ ° o .• •� v �; •p` `�,`.�an $ $i��`." p Zone B CQC (..' (See plan) / ° ..,, . . • •. ' #P �'Q Community Panel No.#250001 0005 C • 5 �, �af"! ZONE: August 19, 1985 ' "' t ` G ° bA ol Area (min.) 87,120 SF OVERLAY DISTRICT: Fronta e (min) 20 05� \ o Width min) 125' AP — Aquifer Protection District G\ \ s • �: ' Setbacks: New LOcatlon p/� • . .. p•' . . � o `vR.• Front 30' \ al LO N Side 10' Of cottage 35� o/ eaa�d folk � ,,•_ . d. 'Rear 10 F \ . . r New Location ° n LOCATION MAP: �� OfGara e 24x24' o G�' Scale: 1" = 2000'f p\ g �� o o z� o \ \ \A- ° r� Deck, & Stairs �' N 2 Fnd � ° R1chOr�o28� r:.••�.:,o:.:•r•, K. ' . lawn �� N� ' )� NEB }:;:;: C0 \ ,40 CBIDH Fnd Pav®d Al2 5\ Area \\ m O 0- O A11 \ / / \ \\� \\\ \\\ Fnd \ O ` / Septic System No \\°, \\ \\ a As Per TOB card %'' ; . \\c \�\ \\\ �Z Lawn \ \ A13 Lawn i� �\`�\�\\' — ' s%\\\\ Top of Bank 0\ _ `" (EI=34') per DEP A15 `u�. °�, „ \�\ ji \\� oZm See SE3-3581 CB/D A10 �'... '\ m �\� I� \\\ 201 9� I I \ t Fnd Isolated 6, \ I Vegetated , A16 3 / Wetland ; See SE3-3581 `\ Parce/Area A9 Ale V��' g ne Ed9e;% 5+�0 5, \ \ 4,400fSF Wetland •Ae O� s\\\ \\ 32.700f Upland / A2 Al o �s \\ \ 37,100±SF Total / °� ,' /O� �� A7 ` �6 A3 IN Q S �cA \ '' '' V M'1 hdel 23 \ \ c q,6' 150. 3g; °moo / 0 }. �9•��'2 „ Legend: -------`_'-' sO Sewer Manhole Hydrant El Concrete Bound w/Drill Hole �\ i OF &4 -& Utility 'Pole �\ i0 ��� Deciduous Tree \\ 1' RI CHARD R. \`\\ i L'HEUREUX # Light Post 0� -� D Wetland Flag NO. 34312 ¢ o—o—o Post & Rail Fence \ \ p � \ �• \\ '� 'P�Q� o-o-o Stockade Fence Over Head Wires E— Underground Utility Title PREPARED BY. PREPARED FOR Notes/Revision: Plot Plan Of Land 1.) The property line information is from available record CapeSurv , deeds and plans. At 93 Willow Run Dave Richard& Chery/Rosen 2.) The topographic information was obtained by an on 7 Parker Road the ground survey performed on or between & BA08/DEC/11. RNS TA BLE (Centerville) Mass Osterville MA 02655 3.) The datum used is NGVD '29, a fixed mean sea level (508) 420-3994 / 420-3995fox datum. p www.copesurv.com 20 0 10 20 40 80 Date: December 9, 201 1 Scale: n_2�� Field: RRL/WHK/MLL Review: RRL Comp/Draft: RRL Drawing # C318_3g1