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HomeMy WebLinkAboutBLD-22-006587 :.,-.. ,„:,, ,:;...,. ...„-::,,,,,,,,..7.,,,, .:._„, , ,,,,,..,,,,, , .. ,,,,_:,,,:;,,,..:-,: :•'-•;-:•••,:,:-,_----•:-:-..', .----•:-:•:•:',..',-K.-,-.---- ,---:',.,:•.'',',,,:,--::-_,-',:,,,.•;.:,-;.,:,--,r-••,,y.,-.:.:,;•,,,i. -- - :, - -,-,:--:,--,-:-[:-,•-p:4 , •;:-•'1-/-1.:6-/-ez:••;.':• '-,i ' T_Y4BUILDING:PERMIT A P ICAT ION EEO,; r© APPLICATION TO C NSTRUCTf EPAIRREI+lOVATE#CHA NETHEUS , lJP1N Y OF,44 DEMOLISH AYBUILDING OTHER THAN'AONE•OR Tt FAMtti � E.. , , ,, T�,,vn ofY mou04, Building p: ruen t. - 1 „ • ', *, .; I;T 46►,Route 2 t -Y4 t uth MA-_f12t t,4-44 ` - _ Tel,• 5O$--398-fl3i::ei 1261 F t 8 9 8 . MAY .6 20' Planning Boerd Intot tiOrt. 'Assessors Departmen•t Information° B LO, r � 2 • r.t pl €fie " a._ - ► 7 �e; flan Typo , ; r - - . ; rnmtt pee .' . to .. , .. : 'Dep Fi *d: - 4)Dam . a ., , . " Net Due ' '$ � f Itaf Lt --Arai 0 } - (it) Lot .y R t Budding N ri • } se ; . - s `? .. - y Se on 1-Site Inforrnaticrxtt 1., Prate A . 12 �1n . 65F3 Main tfFtt 28� if st' t u ` _� M- tFI-i0 . . . .•. _ Zoning District Proposed Use 1 .i t+l►e S.+ k l _ - 'Front Yard S We Yaj. Rear Yard ;� Provided .` , �d Pro Provided" tl. -" .: € ' 25 ' : -:- 4.g •- . - t.4 rly IP.Q L C.:etf.$s4)_,t.5'fload Zone&444ii rkxr.; -. entt - Public X pj'ate- ', Set n 2-Pro•pert r I ne SN/ ortd . - Captain;Parkerr 658,LLC '21 MayflowerTerr S.Yarrrrcouth,MA 02664; ' . Name�tl-• .Se attacftod letter tt errymttrr}rtgicomca t n s. ct r. Teter Email Address: - . 2 uthot'ized 1 1 . Qoarce Moudouris Modoursi Con tr uc on,:Inc 42Athens WyWest • Yarmoutt,-MA,02673Q ,rfi _ , ` 50 8 -119t'or7 84580 IAtxtOU1isConstr4 io►090at.cora.,Sigma � relephoe ��� .Pax � � � sn al i,tidress• �� cSevs Ap t31 tteen e Con ruonu► or tple, frinors MctudourConsrction, irc .o •Mau , s Incr 12 Athens WY West"Yarrnauttt;'MA 02673 ' t.rcanae t anber r , ,, C -fi6, _ , 08 8 -? ,car 7T8-4 E tcsiion Date , - , :-'07/12.t2023 -,':.ttc a .Ter phorx rn3 tfi - Adtl • "'*^ .2�Reis t d Hord T i4�C1udC1ttt1�'�xfaafiStitl�,'tiClf),;,if1C Addti; '12 Athens Wyk•;Wit Ya th, 2673., a n Nutsib r igtature .,. tel: ` 12 2022 Se !tt 4,- # ttl Co potion;Ins uranC Aff vit i..:; 1 7"a5 25 .(8) , to. rro e`this aff lavit,wiit,tesult ui the'd ial f# a f t e,b e n -ProfesiOnOt 04044 and` th at"; -for u di *id t ur iubj to Co str it C+r f; nt 780 CMR is:t t ci4frng, r 5 . :of a ed� w, t "Bober on<5.2 R iereci Profession x nos): n Groui,e r vet;P Sit plan a t hed f . .R i f �.y �ryt�y .,� >"i S� Y�`IJ,VfV', 1 neeri'F t.0 ,'�/- 4'n Phil •,`,`,,' ., e' ..,G LFOn structio I �. r Beat t' ni , MA`-0 '!,d ss : . kni, n ve att shed Address $i1t4:tJ{allbhf Si It ,° Telepho a halo Hams-, fit#Respot tluty 'comPlimoudouri ,,autou i is' on it ion irtc . ,Pa,1Rh �tf Chi. $ 14tl�ti2673 ... ' .. ti tsatun�i. i -.dr';. ♦. `. .. �. .e'� .. ,..: '.`" }fir - (', ttif w:G•s S r' 1;3.1,;ItirimU1 Ip1*itri$t i ntyj $oo' t:8e; ..o - , tetras., , . t(rri t-�e �. "� o i�-Bata trts ,_-,:,,::-,-', . ► fir`,. .. �.". of flora o rd f,1 ' Cdr> pte es#auran s, "fit t�it�rt,:��d p�"gP aria,�e�aut r'� �$ice"cre�r�t 5btap� , All work as l it t<on plans: . : . Via. .-fitaR r. OJd ,-, - ' • 1-J '. r� ,, � �:�1 JF`;M USE J • " S� � wI , •11*U turrikrd`I(oors • 1�I��2.,7 4;-.;.,. :, . 1 7. It , rtOta>A a A}1� ;;t}"': 489t' `,. eight-t .- . , . 9` "`` 297". • • <: 3i...# t.Peer Review,�iied;`. Yes'�,,;.;•.," . -,,No,,,,,,,-.:..., SETtaN 1"clVV� _ , ,OWNER'S AGENT OR CO ThACTo A PLIES fl P P 1": t3 tay.t�Aantr'' ' Capfat 4)arktit's t 9:-< ._ as Owner of`the subject P���11� , herebyauthorize ll'--"-'iuri ,i a udo'ti ;t on�ior, cac act tt3 t1t1 m�y behalf, in al matter relative' ut it ed b ';bong appl tion. see attache le er :,t %1.112422" Signaf rot;Owner • -data; - , - ., ✓1Fi{rytE;"itA ''aty FA( aE DEQL, +t ATI. 7,. ',George Mou our7si, our'ia,Co- tt rr,Inc meat nd i rf rtiiia on t +a .-. rca, €� t t t * 0 n,are � �a�cttr . cr igned under the pains�ancf i i of perju r Gearge14ou! arirx`i o s:Constaut an;ins ; • - OUdou iS4110tfU0,00ni'nc 411 1 2 Sire t£OWne rn ant,,,t; Cat yt3) w 1 �3f4110C1*+tkClfi1k6F! ,. . C `Old Highway Corn ia0. rovat The Commonwealth of Massachusetts ►* ►� Department of Industrial Accidents w _if AI _ -0 1 Congress Street,Suite 100 Boston www.mass govAlla Workers' Compensation Insurance Affidavit:Builders/Contractors/Eleetricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): Moudouris Construction, Inc Address: 12 Athens Way . City/State/Zip: West Yarmouth, MA 02673 Phone#: 508-778-4586 Are you an employer?Cheek the appropriate box: Type of project(required): I.®I am a employer with 4 employees(full and/or part-time).* 7. 0 New construction 2.0 I am a sole proprietor or partnership and have no employees working for me in 8. IN Remodeling any capacity.[No workers'comp.insurance required.) 3.0 I am a homeowner doing all work myself~[Not 9. ❑Demolition [N workers'comp.insurance required.) 4.❑ my property. I will I am a homeowner and wil be hiring contractors to conduct all work on10 []Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet These sub-contractors have employees and have workers'comp.insurance.t 13.0 Roof repairs 6.0 We are a corporation and its officers have exercised their right of exemption per MGI..c. 14.0 Other _ 152,§1(4),and we have no employees.[No workers'comp.insurance required.) *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new af5davit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Travelers Policy#or Self-ins.Lic.#: UB-2E211009 Expiration Date: 05/15/2022 Job Site Address: 658 Main St(Rt 28) City/State/Zip: W.Yarmouth,MA 02673 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: bTiligMoudouris Construction,Inc Dom: 04/11/2022 Phone#: 508-889-7794 or 778-4586 Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-223111 ext.-I261 Fax 508-398-0836 Office of the Building Commissioner BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to.M.G.L. Ch. 40, §54 and 780 CMR- Section 105.3.1. #4. I hereby certify that the debris resulting from the proposed work/demolition to be conducted at 658 Main St IRt 28 West Yarmouth Work Address Is to be disposed of oat the following location: Yarmouth Town Dump Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. 6640Ari".""' 04/11/2022 Signature of Application Date Permit No. Sears, Tim From: Sears, Tim Sent: Tuesday, May 24, 2022 10:47 AM To: Moudouris Construction Subject: 658 Route 28 George, I have reviewed your application for renovations and there are some items needed. 1. ealth Department sign off Plans need to show bathrooms will comply with AAB requirements Please submit these items for review This email is considered a written denial of your permit application per Section 105.3.1 of the Massachusetts State Building Code. Section 105.3.2 states in part that "an application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in good faith" N You may appeal this denial to the Building Code Appeals Board in accordance with M.G.L. c. 143 §100,within 45 days of this notice. Timothy Sears C; O Deputy{ Building Commissioner issioner i..own of Yarmouth 50 •39& 231 Ext. 1259 mailto:tsears armouth.ma.us I f Commonwealth of Massachusetts Division of Professional Licensers Board of Building Regulations and Standards Constr t knf t$pprvisor CS-066290 c�pires:07/12/2023 GEORGE MOUDOURIS , 12 ATHENS WAY ,r i WEST YARM&ITH MA 02673 s Commissioner Ctit.:.i Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:CowworattOn Registerion EXpjraiton 139811 08t24i2023 MOUDOURIS CONSTRUCTION INC GEORGE M.MOUDOURIS - Q ; .6•'‘:t ' 12 ATHENS WAY Undersecretary W.YARMOUTH,MA 02673 To: Town of Yarmouth Building Department From: Gerry Manning,Captain Parker's 658,LLC Re: Building Permit Authorization Subject Property: 658 Main St./Route 28,West Yarmouth,MA Dear Yarmouth Building Commissioner: Please accept this letter as my authorization,as owner of the subject property,for George Moudouris of Moudouris Construction,Inc to act on my behalf in all matters relative to the building permit application&construction of proposed work at the property located at 658 Main St/Route 28 in West Yarmouth,Ma. - -c Signature: ,,V):41-22-14) 7)(4-14-P-1 eF070 2/ -*: Date: Property Owner:Gerry Manning,Captat arkees 658,LLC c/". Property Owners Phone:508-364-8700 ti PHILBROOK ENGINEERING 107 BEACH STREET DENNIS,MA 02638 OR PERMITTING Project: 658 MAIN STREET(Boathouse) 1-508-385-8682 Project No: P16-63A Date: 15 April 2021 DESIGN LAYOUT NOTES-Change of Use&Renovate -Level 3 Alterations Sheet Note Description No. tx1-9th ed Narrative: The 1st Floor Plan for this building is being renovated to change its'use from f Business to Restaurant(B to A-2r Take-out&Seating service). The plan for tors code upgrades and these alterations are attached for reference. z / r+�! The use will require a reportable fire alarm system integrated w/the kitchen hood and occupant devices. AAB compliant restrooms and a new rampway x. •k. will be provided. Fire separation to the 2nd floor will be required. Upstairs • and the basement will receive minimal attention-namely some occupant and fire detection devices to tie the entire building together. Fire alarm work yry, ~ will require a separate permit from the Bldg.Dept. IEBC 2015: Compliance Method-Work Area Compliance Method w/Alterations-Level III Summary and Change of Use(Secs.505 fChp 101&506)lAW Para.301.1.2 requirements. There are limited MA Amends for these sections. Para.701.2-Alterations being made will not make the building less conforming than the building was prior to the alteration. Improvements will be made. Para.701.3-The alterations do not constitute a'substantial improvement'(<50% of value)so additional floodzone compliance measures are not required Para.702.6-Building Elements and Materials to meet the IBC 2015 requirements. Existing materials already in use may remain unless deemed unsafe. Sec. 705-The Change of Use does pose a requirement for greater accessiblity. Plans include a new rampway,open deck,entry doors,restrooms and work and service counters. Para.804.2.2-The uses are not required to be sprinklered JAW IBC 2015 based on their sizes(area),location(floor)and mixed use combination(fire separa- ation to be provided IAW Tbl. 508.4 IBC 2015 of 2 hrs for NS buildings). Sec.805-Means of egress are met(3 provided,2 required),egress widths(all 36"leafs)and swing(in-swing allowed,occupant load<50). Para.807-Structural upgrades will be required to address additional gravity and lateral loads due to increased floor loading and alterations to the lateral force resisting system based on new window and door openings. Evaluations for the floor and wind loads will be provided. Para. 1001.3-A Certificate of Occupany shall be required. Para. 1012.1.1.2-The Change of Occupancy will have a separartion IAW IBC 2015 base code for new work. Paras. 1012.2, .4,.5&.6-Change of Occupany classification is to a higher hazard category. Egressways, heights&areas and wall fire resistance ratings will not be further affected and will meet current 2015 IBC requirements. PHILBROOK ENGINEERING 107 BEACH STREET Project: 658 MAIN STREET(Boathouse) DENNIS,MA 02638 FOR PERK/HT-TINGF Project No: P16-63A 1-508-385-8682 Date: 15 April 2021 DESIGN LAYOUT NOTES-Change of Use&Renovate-Level 3 Alterations Sheet Note Description No. txl-9th ed A.A.-1 IEBC 2015 Bldg.Code-Structure,Fire,Life/Safety-Alterations&Change of Use &IBC 2015 Wood Frame-2 Story Type of Construction-V-B Unprotected. thru wi Uses;New A-2r and Existing B/S-1 are to remain. 71-.:71K MAAmend x There will be no changes in the level of protection due to us Egress/Life Safety[Total for Building=281 xx Use&Occupancy-Assembly;Restaurant-Seating=9,Counter=6 c,r. Existing Office(Up)=8,Existing Storage(Down)=5 Travel Distance&Egressway Widths xxx Multiple egress paths, all < 200 ft w/o automatic sprinklers and all door widths are nominal 36" - OK Doors-Existing&New;ADA Hardware required as noted 4x Exterior - In-swing allowed. All occupancies < 50 Interior - for Common Area/Restrooms. Nominal 3'0" Interior - for Lessor Rooms. Nominal 2'8" Fire Signaling&Fire Detection 5x Fire Signaling & Fire Detection - Revamped New Systems needed. Horn/Strobe and local fire alarm system w/ manual controls and compliant notification equipment tied to Hood Suppression System Fire Framing-Tenant separation locations 6x No Change in Total Areas or Space. A new separation is required TAW Tbl. 508.4 (Base Code) - 2 hr Assembly for non-Sprinklered between A use & B/S-1 uses. This is also the Work Phase line. CMR 521 ADA Access-Yes,Public Areas;Access&Service must fully comply 7x The proposed alterations will provide direct access to the entrance, service areas and restooms which are part of the work. CMR 548 Plumbing-Fixture Count based upon occupancy-Restaurant use/load 8x Female - 1 WC provided - support 30 women & Male - 1 WC provided - suppport 60 men NOTE - For actual use, total is low so 2 are OK Female & Male Lavatories - 1 Dedicated - support 100 occupants ea Misc. - Water Foundation & Service Sink are NOT required. Services provided by Kitchen requirements IECC 2018 Energy-COM-Chk compliance 9x No Changes to Existing Perimeter. In-fill walls along w/ HVAC, Windows/Doors and Lighting to comply with the current code Electric Natural vs.Artificial Lighting: <8%Glass areas 10x Sufficient windows (>8%) but artificial lighting will be provided for evening occupancy. Fixture count and wattage from COM-check HVAC Natural vs. Mechanical Ventilation: < 4% Opening areas IMC 2015 A-2r; Repairs & upgrades as needed for ducting & serivce. lix Restroom requires 70 CFM/fixture (WC) on light activating circuit. A-2r; System design check requires 7.5 CFM/person People = 115 CFM and .18 CFM/sq ft Area = 300 CFM. Total equals 420+ CFM for IAQ OF Yqit Town of Yarmouth Conservation Office to 4 , .;y kprant(c�yarmouth.ma.us , - , , Conservation Commission Building Permit Sign-off Application TO BE FILLED OUT BY BUILDING PERMIT APPLICANT: Building Site Location: 658 Main St/Rt 28 West Yarmouth, MA Map# 32 Lot(s)#89 Gerry Manning , Captain Parker's 658, LLC 4/12/22 Property Owner: Date filed: *Applicant: George Moudouris, Moudouris Construction, Inc Applicant Address: 12 Athens Way West Yarmouth, MA 02673 Email: MoudourisConstruction@gmail.com Telephone:508-778-4586 Proposed Project Description: Complete the interior construction of first floor, as shown on plans. To include: Installation of 2 ADA bathrooms, commercial kitchen, food prep area, take-out restaurant & ice cream shop. All work as detailed on plans. Site Plan Title/Date:A1-4, S1-2, Ex1-4, Site/Septic TO BE FILLED OUT BY CONSERVATION ADMINISTRATOR: Does the proposed project require a permit? AJD //9/43vi 0 v WG'f k Oil/ Refer to: SE83- or DOA permit Comments from Conservation Commiss :Approved ) Conditionally Approved Rejected Conservation Commission Sign-off Signature: f-,! 9G(....fThe,4.. Date: L,./i it./2o 2 2 . *TO APPLICANT: All work-related debris shall be taken offsite or disposed in a legal upland location. At the end of each day, the area shall be clean and no debris shall be in the Resource Area. If work is permitted under an Order of Conditions, please arrange a pre-construction site visit with the Conservation Administrator. At the time of site visit, the MassDEP File Number sign must be installed, along with the erosion control/work-limit line. A copy of the Order of Conditions must remain on-site during construction. Please refer to the Order of Conditions for further details. YARMOUTH WATER DIVISION 99 BUCK ISLAND ROAD WEST YARMOUTH, MA 02673 PH: 508.771.7921 FAX: 508-771-7998 BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET Bldg, Ste Locator „ # 658 Rt28/Main St W Yarmouth, Map 32, Lot : 89 plete the interior construction of first floor,as shown on plans,To include: - —Proposed Improvement:CI:snitallati f 2 ADA bathrooms,commercial kitchen,food prep area,take-out restaurant&ice cream Shot:TAR Work as detailed ortplans. — _ Appkant oe moudouris jvicatcippris Construction,Inc Add re,z-c 12 Athens Wy,WYarmouth 5087784586 Date 04/11/2022 _ • RESIDENTIAL AND I OR COMMERCIAL BUILDING Viatet Deo'3-tnient De:arm-1.1.s Cool:A aoce of Water Avataby ard cEY g nca af-te7rn is Comp ante for Pa-r ifvj ar,C) Dta,rag,,, Consirvatioo Comni/ssyyr Deterrptoes Compliance to Wetianis Acts, e If tot(s)Borde-any Typt, wetlands, Streams, Ponds Rfvers, Ocean, Bogs, Bays, l'.1.titsn'and, Etc t„),,oa-tnent Dete-r,nes Co.nplalre to Stat.-:: To...n PegoTat cms, s fo- Sep age sa'ac othe' P Hee„)., Act ties Di,--terr-is Collpt,a-ci to State a-,%; Reo ,reroells foo Pes,jna', o-' t= 5- Detecto-s, Se'Systems, Etc C.= 4/11/2022 PLEASE NOTE: COMMENTS: toak / 151202,-:2— Reviewed y: Water Division Date +off:Y TOWN OF YARMOUTH :ol' ' y' 1146 ROUTE 28 SOUTH YARMOUTH MASSACHUSETTS 02664-4451 ••� NATTh N [i =„55), �stowvPl[rd t Telephone(508) 398-2231 Ext. 1250—Fax (508) 760-4830 Engineering and Surveying Division Building Permit Review Residential and /or Commercial Buildings Name of Applicant: George Moudouris, Moudouris Construction, Inc Telephone or Email Address: MoudourisConstruction@gmail.com Proposed Building Location: 658 Main St (Rt 28) , West Yarmouth Date Submitted: 04/11/2022 Requirements for review: Please submit one(1) copy of plans, to include: 1. For Residential: Site Plan showing proposed and'or existing buildings. proposed contours with bench mark, water service location, and septic system location. For Commercial: Site Plan showing details required by the Zoning By-law and revisions required by Site Plan review, if any. Note: Site plans must be signed and stamped by a Licensed Professional Land Surveyor and Engineer or Sanitarian. 2. House or Building- Floor Plan(s) and Elevation Plan(s) 3. One(1) copy of application. AmandaON:co.-Amanda Wu.o.Engineering dYm�.w-YsnaA UPW. Reviewed By: Lima 4:2.3« Date: 4/19/2022 PLEASE NOTE Comments/Conditions: Provide detail for proposed biorention. Clean existing CB and inspect and repair if needed. Provide planting details for frontage along Route 28 za Pnnted on Recycled Paper \ / TOWN N Or ,f',tf 1t 1' ';,,I04',jit, i)I i„l;!i...E;b• l.i' c)i',7)fr.:.,•!1)14!' ffl C'r. At L'.i . (Li 1 E g i YARMOUTH FIRE PREVENTION � .' -TO; _.. New Business Transmittal Project Name: The Boat House Address: 658 Route 28 Contact Name: Diane Phone: 508-778-4586 Y N NA Subject Regulation X I ' I Buitdine Numbers GL Chapter 148;sec 59 i X I Fire Lanes 5272_____ _ CMR I; 18._.I __ X j Extinguishers ' 527 CMR 1; 13.6.Chapter 148;sec 28 _ X � Maintence of any equipment,system relating to ' 527CMR1 1.1.4 Fire Protection. X _' _ ; *llazardous Materials Storage 5271 CMR 1;60.1.20.15.4 _ I X i Emergency Plan Required 527CMR1 10.8.1 X i Commercial cooking,Flood systems 527CMR1 50.2.1.1 j Commercial Cooking Hood Systems Cleaning 527CMR1 50.5.4 — X ! *Commercial Cooking Extinguishment System 527CMR1 50.4.3 X 1 *Candles,open flames,and portable cooking 527CMR1 10.10.2,20.1.5.2.4 X ! Blocking electrical panel 527CMR1 10.19.5.1 X ° Blocking exits ( 527CMR1 14.4.1 t i Extension cords shall not be used as a 527CMR 1 11.1.5.6, I X substitute to permanent wiring X I i Limit storage heights to 24 inches below 527CMR1 10.18.3 `_� ceiling without sprinklers 18 inches with X I Maintain Aisle width of 36 Inch's(3 Feet) 780CMR 1101.1 4 i Storage inside/outside Buildings 527 CMR I; 10.18.1.4.4.3.1.1.19.1.2,34.1.1 l X 1 The right to inspect MGL Chapter 148 Sec.4 j X ,' *Upholstery 527 CMR 1;20.1? ; A i *hrash Containers 527 CMR I; 19.1.1, 1.12 X ! i Any Hazard to the Public Chapter 148;sec 28 ____ X I *Curtains.Draperies,Blinds 527 CMR 1; 12.6.2 Description of planned project/other requirements:Change of Ownership of Inn, I he Yl=`I)support the application,subject to applicable submissions,permits and inspections. A Permit from YFD is required any time a fire protection system is shut down. All existing tire protection systems to inspected and upgraded as needed. Monitored CO detectors.Smoke detectorsllire alarms. Kitchen ANSUI.system,(CO interlocks if required)Sprinkler system needs annual inspection. Exit plans for rooms. YFD permit required-depending an occupancy and submittal Plan Reviewed By: Lieutenant Matthew Bearse Date: April 12.2022 Copy for Applicant r-i Copy to Building Department I I Copy to Fire Prevention I I Entered in Firehouse I I Final Inspection I I i oF• TOWN OF YARMOUTH 1,,,,A.li "4...9) BUILDING DEPARTMENT 1146 Route 28, South Yarmouth,MA 02664 Telephone 508-398-2231 ext. 1261 Fax 508-398-0836 Owner's Affidavit: Substantial Improvement or Repair of Substantial Damage Property Address: 658 Main St(Rt 28), West Yarmouth,MA Parcel ID Number: Map 32/Parcel 89 Owner's Name: Captain Parkers 658,LLC Owner's Address/Phone: 121 Mayflower Terr S.Yarmouth,MA 02664 Phone: 508-364-8700 Contractor: George Moudouris,Moudouris Construction,Inc Contractor's License Number: cs oss2so Date of contractor's Estimate: 04/19/2022 I hereby attest that the description included in the permit application for work on the existing building all improvements, rehabilitation, remodeling, repairs, additions, and other forms of improvement. I further attest that I requested the above-identified contractor to prepare a cost estimate for all of the work, including the contractor's overhead and profit. I acknowledge that if,during the course of construction, I decided to add more work or to modify the work described,that the Town of Yarmouth will re-evaluate its comparison of the cost of work to the market value of the building to determine if the work is substantial improvement. Such re- evaluation may require revision of the permit and may subject the property to additional requirements. I also understand that I am subject to enforcement action and/or fines if inspection of the property reveals that I have or authorized repairs or improvements that were not included in the description of work, and the cost estimate for that work that were basis for issuance of a permit. 7 Owner's Signature: ,,,,.��...,,,,,,,:\E M /1.j0%,,,, Date: S - / — a V :`N is Xp,'.'O'A Notarized:6 _ C�`AIt� C2j TgAY PV�..;j,C ',,,`SSACHUSE,,`° r - o,�Y � TOWN OF YARMOUTH o('. ty BUILDING DEPARTMENT �" M,.n i..=1t. 1146 Route 28, South Yarmouth, MA 02664 Telephone 508-398-2231 ext. 1261 Fax 508-398-0836 Contractor's Affidavit: Substantial Improvement or Repair of Substantial Damage Property Address: `658 Main St(Rt 28), West Yarmouth,MA Parcel ID Number: Map 32/Parcel 89 Owner's Name: Captain Packers 658,LLC Contractor: George Moudouris,Moudouris Construction,Inc Contractor's License Number: CS 066290 Date of Contractor's Estimate: 04/19/2022 I hereby attest that I have personally inspected the building located at the above-referenced address by the nature and extent of the work requested by the owner, including all improvements, rehabilitation, remodeling, repairs, additions, and any other form of improvement. At the request of the owner, I have prepared a cost estimate for all of the improvement work requested by the owner and the cost estimate includes, at a minimum,the cost elements identified by the Town of Yarmouth that are appropriate for the nature of the work. If the work is repair of damage, I have prepared a cost estimate to repair the building to its pre-damage condition. I acknowledge that if, during the course of construction, the owner requests more work or modification of the work described in the application,that a revised cost estimate must be provided to the Town of Yarmouth,which will re-evaluate its comparison of the cost of work to the market value of the building to determine if the work is substantial improvement. Such re- evaluation may require revision of the permit and may require revision of the permit and may subject the property to additional requirements. I also understand that I am subject to enforcement action and/or fines if inspection of the property reveals that I have made or authorized repairs or improvements that if inspection of the property reveals that I have made or authorized repairs or improvements that were not included in the description of work and the cost estimate for that work that were basis for issuance of a pe it. Contractor's Signature i `',.����E M AA ,,'" Date: �y (2- �2 V :P vk is/34•O - :... Notarized: - 1 , I1 Cp .: :"","'�gMC wE NPLIy,,,`',4SSACHUSE 0% • • Substantial Improvement Worksheet for Floodplain Construction (for reconstruction,rehabilitation,addition,or other improvements,and repair of damage from any cause) Property Owner: Captain Palters 658,LLC Address: 121 MayflowerTerr S.Yannoutlq MA 02664 Permit No.: Location: 658 Main St(Rt 28), West Yarmouth Description of improvements: 2ArtetttrieNITTNIOT coramuction or"� .as mown on plans.,u e,quue.uiaauauw �,/ AN work as=�kltd�en,food prep area take-out rastaurrmrt&Ice seam shop. s , �..:.- •'§,%.fir`:i`%-} 2.q;.:."x..�y��,�t��� .:;F:.:•r.. -..i :: ::••tiv ;+:rt;�ni �:I;.Jt: i�' : =+-i:•?.ixF•-•:=: '•..c... .�.__-,,.T: ¢:!i•{':'�i::''•::4''S:"'':_s-: ::{3 ,v^��i''- •,�mw _ �n• 7���e��•� ;y,• a::,ri sn:..,._.f,..;.,:__,i'v:'J. .:. -:.-..-""'.�,015!'i100%514 C• �1._ r — _:=.F.Y:`���: v?..n,ir._-{�.Zr.:i S.::�: •��vA�gr$.�e.'^. _ •:s. :��-':'A__ =��.'s ::;:,4n4:.:'•'.- �•`c,=•... • urii::-....;i:.._ ._— Y ice= ':F v:3,�+'�r• vi¢ 1:>;,if,_tT1 4.0g��. ;=r .r,?3''::r.:.�'h3�:.;;�5'ar1`.'_.x.T�"+{�;,;,'_:c: t4: ,.4.:sr.a.y"'�'�•z�;.:. ��t:4� •.{,; V O01.1. 1�-" ....•:'i�':-yam: :�9t• �. :i!R:+�4+,i• ... 3YC%.< sx*Y� �iha Sn.=.tY^ -.f•:�.:2(Jt:.i _ :4ai�• R•Yv-.Y'zr���.'i:` _ '¢'•2:2 i�-+i•YS R" - '•��c'- 3i•JS�' - .�'="rje'.: _ ]a �s.Y.�'•�'r2..Y'tii??'-i . ':. .,E', e'*�d•._• .� �'S {s`= 4'?.ir 'Yr�,C_ _,1-; - 'Ji?:i ':�:'�-.-*•,,4•',:r:d<'�`�_:.;•;r���'=r: .:ir: �.: .,;: r�(� • :r:4g 'v-�%a':":,a-a y'-e"•l:•.r t::;,... 4• .9' Z.i� .y - V'x:, >.,n ..-- •.�.� u...c,... pry ._. 7:r`:�''s':',r�,;k_ r .,�s.L.-'f->:- � �•.I .-:T.. - �. .::. ". a. •:!54'.�J'.�:�`�{j.Srt''G=Y:>�^ .G: •i3-�y�� WWW..Itt...7._t'Yii. 1�_-��3 'T=.:�. - -+4:lF:if._.;Vie.•.._���..•Y.. i Y :_ �:',,.:u,4.�j�'q���"'!p�.,Alit y --�. ,}�/��j�• '2m'3f�.'::ilK_...�.�Cd'• v-f��..:�?:�.;�i:}:h'i:.�_•:��- __ .+i-x:ara�.l e��,ilpi�y.{�'9f::}tJ i.:i::.yi i.p.-�y;.S;.�r1_ti. •+Iv:iC:./�:Ti;';t us}...nl' .'mF y } v-rt4 i.p ',�.av' {d; •§, KE tl.flFi. T E{,y ..... .._ .+`::!?4•'s.'rl,-+..ii::4r':.•i:-`�.�K 'r?a _er4:r��4v,,-�Z�E - 4� y. y 4� � ,�`ems, a :4>-_._ _i^c• .....- - _. y t'u •x:♦y:.,. ._. ... Yft�_r'�'a�11'- _ �Et, ._.... 'i'1=�*• �_ -^§K£1:2::d'i-�.t{�— d•�J - -' rr_• .. cc•riyN `;y.#, =pS.j JA :,eNi.Qi.:j-= 2 i �-�•Cf ' •:i o Yhyr: .:;._,y, 9v - <-z',:i•. .s: ._x' .«-cam. ..0 � - 1,A O ty ...; ..t__ ... _.. . =�....,...,ri5=..'!°,.."-°�.Y.-':.+ �+ =•�'.i��cs�=ai:-h: Qx�;�`'`�.<,s:,��c�--.-�;,'+x a� ._s.:.a.�71�.�' -::Wc4..:..:. �'. •x�7-+a.'c�=•'-:s,:>s:.::`!`.•pF:-•" na±;^ - +�':T--fi•'�� '�i1w.`�',. if ratio is 50 percent or greater(Substantial Improvement),entire structure including the existing building must be elevated to the base flood elevation(BFE)and all other aspects brought into compliance. Important Notes: I. Review cost estimates to ensure that all appropriate costs are included or excluded. 2. If a residential pre-FIRM building Is determined to be substantially improved,It must be elevated to or above the BFE. If a non-residentiat pre-FIRM building is substantially improved,it must be elevated or dry floodproofed to the BFE. 3. Proposals to repair damage from any cause must be analyzed using the formula shown above, 4. Any proposed improvements or repairs to a post-FIRM building must be evaluated to ensure that the improvements or repairs comply with floodplain management regulations and to ensure that the improvements or repairs do not alter any aspect of the building that would make it non-compliant. 5. Alterations to and repairs of designated historic structures may be granted a variance or be exempt under the substantial improvement definition)provided the work will not preclude continued designation as a"historic structure.° 6. Any costs associated with directly correcting health,sanitary.and safety code violations may be excluded from the cost of improvement- The violation must have been officially cited prior to submission of the permit application. Determination completed by: George Moudouris,GC,Moudouris Construction,Inc Date: 04/19/2022 658 ROUTE 28 COST BREAKDOWN STAGE 2 BOATHOUSE LABOR & MATERIALS Interior Demo 5,000. Build 2 Interior Stairs & Interior 6,000. Framing Electric 20,000. Painting 6,500. Plumbing/Gas & Fixtures 55,000. Insulation 4,500. Drywall 8,000. Flooring 13,500. Finish Work 10,000. HVAC 25,000. Fire Alarm 9,000. Kitchen Hood 55,000. TOTAL 217,500. CAPE COD APPRAISAL PARTNERS Linda Coneen,MRA,SRA ccappraisalpartnersOgmail.com Julia A Lee,SRA,RA MA Cert Gen RE Appr Lic#214 www.capecodappraisalpartners.com MA Cert Res RE Appr Lic#76040 95 Rayber Road, Orleans, MA 02653 Alliglihh'M, A Telephone 508-255-4241 - FAX 508-255-6387 AK ea M.13. En July 23,2021 Gerald Manning 121 Mayflower Terrace South Yarmouth,MA 02664 658 Route 28, Yarmouth,MA 02673 (Building Only) Dear Mr Manning: In accordance with your authorization, we have prepared an estimate of the Actual Cash Value (ACV) of the office building (only) located at 658 Route 28, Yarmouth, MA 02673, and its "as-is" depreciated value. Actual Cash Value is defined by the Federal Emergency Management Agency (FEMA) as "The cost to replace a building on the same parcel with a new building of like-kind and quality, minus depreciation due to age, use, and neglect." FEMA, Substantial Improvement/Substantial Damage Desk Reference,4.5.3. Site improvements and land value are not included. The market value of the real estate has not been appraised under the definition of"market value" commonly used in the practice of real estate appraisal: "The most probable price, as of a specified date,in cash, or in terms equivalent to cash, or in other precisely revealed terms, for which the specified property rights should sell after reasonable exposure in a competitive market under all conditions requisite to a fair sale, with the buyer and seller each acting prudently, knowledgeably, and for self-interest, and assuming that neither is under undue duress."The Appraisal of Real Estate, 14th Edition,Appraisal Institute,2013,page 58. This definition includes the land, building, and all site improvements, as well as outbuildings and other man-made structures. The intended use of this report is to assist you, our client, with building code compliance by providing an opinion of the depreciated value of the improvements as of the date of value to the Yarmouth Building Commissioner,as required by National Flood Insurance regulations("50%Rule"). 1 Cape Cod Appraisal Partners Intended users of the report are you as our client, and the Yarmouth Building Commissioner, for the stated purpose. The appraisers are not responsible to any other user for any other purpose. The National Flood Insurance Program (NFIP) regulations do not define "market value" but do note two specific requirements: • "Market value must always be based on the condition of the structure before the improvement (sic)is undertaken or before the damage(if any)occurred. • "Only the market value of the structure is pertinent. The value of the land and site improvements (landscaping, driveway, detached accessory structures, etc) and the value of the use and occupancy (business income) are not included. Any value associated with the location of the property should be attributed to the land,not the building." Julia Lee inspected the property on June 24, 2021, which is also the date of value. The cost analysis is based on the quality and condition of the building at the time of inspection.The property was previously inspected by Julia Lee in January of 2020 and by Julia Lee and Linda Coneen in March 2017. The written cost analysis, attached, has been prepared in compliance with the requirements of Standards Rules 1 and 2 of the Uniform Standards of Professional Appraisal Practice (USPAP) for real property appraisal assignments, as promulgated by the Appraisal Standards Board of the Appraisal Foundation,2020-2022 Edition,and applicable guidelines and regulations. The cost analysis reflects the building component (only) of market value as required by NPIF regulations. This report includes a summary cost analysis of the building improvements but not the underlying land value, furnishings, personal property, or the value of site improvements such as landscaping,parking areas,walkways,septic system,and utility hook-ups,as required. The improvements consist of a 2,720 square foot (SF), split-level wood-frame commercial office building originally constructed in 1956, with 2 finished floors above grade and one finished floor below grade (basement level; concrete), containing multiple small offices, one full bathroom, 3 half bathrooms, an attached entry porch, and an attached wood deck. The cost analysis is based on the condition of the improvements as of the date of inspection. Our judgment of the interior finish materials and condition is based on the property inspection.Overall, the improvements were judged to be in average condition and average quality construction. 2 Cape Cod Appraisal Partners The scope of work included a physical inspection of the interior and exterior of the building, and the development of an appropriate cost analysis. Cost data are based on the Marshall Valuation Service manual and local builder estimates. The sales comparison and income approaches are not applicable to the assignment and were not developed as they are not applicable to the appraisal question. No opinion of the market value of the real estate as defined above has been provided. In this regard,the scope of the assignment has been fully disclosed, should be clear to all readers, and meets the test of both USPAP and NFIP regulations. Additional supporting documentation for information, reasoning,and the analysis is retained in the work file. On the basis of the attached cost analysis, the "as is" depreciated cost of the subject improvements as of the date of value,June 24,2021,is: EIGHT HUNDRED TWENTY-SIX THOUSAND DOLLARS ($826,000)rounded Thank you for allowing us to be of service in this matter. Please feel free to contact us should you require any additional assistance. Yours truly, 94.14.4.. ii. ice... Julia A Lee, SRA, RA MA Certified Residential Real Estate Appraiser License#76040 ,,, ia . Linda Coneen,MRA,SRA MA Certified General Real Estate Appraiser License#214 Cape Cod Appraisal Partners Federal Tax ID 83-4185920 3 Cape Cod Appraisal Partners COST ANALYSES Cost data are based on the Marshall Valuation Service Manual, supported by local builders' costs. Base costs are for average quality commercial office buildings.The quality of construction is average;the condition is average. The costs used are for average quality "Office Buildings," section 15, page 17 of the Marshall Valuation Service Manual. The depreciated value of the improvements has been estimated based on the current condition. Appropriate multipliers are applied to the base cost for the number of stories,story height,and the shape of the footprint. The finished basement, porch, deck, and AC are included as individual line items. Additionally, an adjustment was made for the recent increase in lumber costs due to increased demand and lumber shortages as reported by area builders. Current,resort, and local cost multipliers are applied to adjust for the higher cost of construction in the regional (eastern) and local (Cape Cod) markets. This is standard methodology when using the Marshall Valuation Service Manual. Ratings and definitions from the Marshall Valuation Service Manual: • Average Quality: "Average-quality buildings constitute the largest group of buildings constructed, approximately fifty percent of all buildings. These are generally buildings designed for maximum economic potential without some of the pride of ownership or prestige amenities of higher-quality construction. They are of good standard code construction with simple ornamentation and finishes." The rating was selected based on the construction and finish. • Building Class D is "wood or steel studs in bearing wall, full or partial open wood or steel frame, primarily combustible construction." • Class D Exterior "Stucco or wood siding on wood or steel studs,some trim." • Class D Interior: "Drywall,acoustic tile,low-cost carpet or vinyl composition." • Appropriate adjustments (cost multipliers)for the shape of the footprint and ceiling height have been applied. Basements, AC, deck, porch, and lumber overages are not incorporated in the base cost estimate and are included as separate line items. Finally, Current, and Local, and Resort cost multipliers are applied to account for higher construction costs in the Eastern region and Cape Cod in particular. 4 Cape Cod Appraisal Partners COST APPROACH Building Class & Type/Quality D Average Exterior Wall Wood Shingle Number of Stories 2 Stories Total GBA 2,720 SF Year Built &Age 1956/65 Years Condition & Eff Age Average 25 Years Foundation Full Basement/Conc Block Region Eastern Climate Moderate Office Buildings Sec 15 P. 17-Class D BASE SQUARE FOOT COST $147.00 Height&Size Refinements Number of Stories -Multiplier 1.000 Story Height - Multiplier 1.000 Shape Multiplier 1.000 Combined Height&Size Multiplier 1.000 Refined SF Cost $147.00 Builder 15% Architect 10% FINAL SF COST $183.75 GBA 2,720 SF SUB-TOTAL $499 800 Plus: Lump Sum Adjustments Basement: 1808 SF @ $85.00 /SF $153,680 Deck: 192 SF@ $27.00 /SF $5,184 Porch: 29 SF @ $27.00 /SF $783 AC: 1 @ $25,000 /Unit $25,000 Lumber Overage $59,976 Lum• Sum Total $244 623 SUB-TOTAL $744 423 Current& Local Cost Multipliers Current Cost Multiplier 1.090 Resort Cost Multiplier 1.020 Local Cost Multiplier 1.200 Depreciation EffA•e 25 14% $134,443 Ca e Cod A 5 p ppraisal Partners ZO86-Z9£-806 SNYld 21OOld ONLLSIY3 suesnyaesseWyodymowwg 311LL 1.e+15 WWII,'s 6LIMO VII'N1ncomno.183M'la&mom'1331118 NMI an i + 3 el si a e tie6 133i11S NIVIN 899 S . A u P...d.a 13 a w < III sraxv,� n�asaaems LU LL I U 0 LT_ lir I \i"\ 1 wD$ �1 ,l� ry lir w m LLO I 111 CZ zaJIII1111..1..1.: w UOWULLO 1NaZFW II BOOL Me F. i WU Y LU u-O LLaO s _ o 5IIIIIII� \a\mginll1___-------•------''---------" I I 3 UJ I it 1 p W �i Z W LT u. J g �$ U a Ir�rgl 1 u_ w `s C W 1 3 1 E-% I 0 J W N O [ x LU W if [- I o 8 51 U W a U hi O 6 0 [ - I a , 0 Diate i Z086-Z9E-809 SNtlld 2iOO1d ONLLSIX3 suasnyxssey.IywdylnowreA 'MILL 9 7aa/15 WA TbT SLIIZO VW"N100W IYA 1S3M"SZ 31NOU�133UUS NMISSO " si��a e ti 6 -OWLS NItlW 9 § i X srvose a vaaoso a loam., S 8 a W VW z C la-, �� w _ J Z w w V II U LT_ O0 W \ .., LL WWWWI O N \----b 0Z F g 11, ---L----- I t N x W 1 LL I.W � U II w U LL al O LL O .________:----------- \gl li°lIll------------T---------1: �\ \ womme plate ii BUILDING SKETCH 20-C) 12.4 rx3 ut 24.3 • woom wow o t`? wow, vt woo 111 t,783d FOOTPRINT 20.0' ' 2.5 STORY WOOD FRAME SPLIT LEVEL #658co LOWEST LEVEL 5.1 NEXT LEVEL 14.2 44,3' 26.4' ' Cape Cod Appraisal Partners RAPHS SUBJECT PHOTOG k r „ , t, 0. '00°4 '* 4 4' Front Rear u1 t .. . ry, Side Side 1 521 CMR: ARCHITECTURAL ACCESS BOARD 30.00: PUBLIC TOILET ROOMS b. The stall door shall have an automatic self-closing hinge device,a pull device on both sides of the door to assist in closing and opening the door, and a lock located approximately 36 inches (36" = 914mm) above the floor that does not require tight grasping, pinching, or twisting of the wrist to operate. c. A coat hook shall be provided at a maximum height of 54 inches(54"= 1372mm)above the floor. 30.7 WATER CLOSETS That are required to be accessible shall comply with the following: 30.7.1 Clear floor space: Clear floor space for water closets not in stalls shall comply with Fig.30d. Clear floor space may be arranged to allow either a left-handed or right-handed approach to the water closet. y 42" y 18" ,y "I 1067 1 457 "I x 6111 . .. j Clear - :: •_I Floor I . - a oi a. r co i•:�•:•::::•::::•:",••::•:A 762 x 1219 Alli 2286 Accessible Unisex Toilet Room Figure 30d 30.7.2 Location: The centerline of the water closet shall be located 18 inches(18"=457mm)from the nearest side wall and at least 42 inches(42"= 1067mm)from the farthest side wall or the closest edge of an adjacent fixture. There shall be at least 42 inches(42"=1067mm)clearance between the front edge of the water closet and the nearest wall or fixture. 30.7.3 Height: Water closets shall be 17 inches to 19 inches (17" to 19" =432mm to 483mm)high, measured to the top of the water closet seat. See Fig.30e. 1/27/06 521 CMR- 141 521 CMR: ARCHITECTURAL ACCESS BOARD 30.00: PUBLIC TOILET ROOMS 30.8.1 Location: The side grab bar shall be located a maximum of 12 inches(12"=305mm)from the interior corner. The rear grab bar shall be located a maximum of six inches(6"= 152mm)from the interior corner. 30.8.2 Height: Grab bars shall be set at a height of 33 to 36 inches(33" to 36" = 838mm to 914mm) above and parallel to the floor. Where a tank prevents location of the rear grab bar,a bar may be installed three inches(3"=76mm)above the tank. Where a flushometer prevents the location of a 42 inch (42" = 1067mm) rear grab bar, one grab bar, 36 inches (36" = 914mm) shall be installed to the side of the flushometer,located three inches(3"=76mm)from the closest edge of the flushometer. 30.8.3 Thickness: Grab bars shall be between 1% inches and 1%2 inches (1%" to 1 W' = 32mm to 38mm) in outside diameter, have a 1%2 inch(1%2" =38mm) clearance between the bar and the wall. See Fig.30f. 1-1/4" to 1-1/2' -1/2" 'Al 38 ' ' o : ..... ......... ., ...... Roughened or r',, Rust Resistive Acid etched 1iFI yr, :al Grab Bars Figure 30f 30.8.4 Material: Grab bars shall also be non-rusting and acid-etched or roughened. Grab bars shall comply with the structural strength defined in 521 CMR 5.00,DEFINITIONS. 30.8.5 Dispensers or other devices shall not be mounted above the grab bars. 30.9 SINK Sinks, including vanities, shall comply with the following: 1/27/06 521 CMR- 143 521 CMR: ARCHITECTURAL ACCESS BOARD 30.00: PUBLIC TOILET ROOMS b. The stall door shall have an automatic self-closing hinge device,a pull device on both sides of the door to assist in closing and opening the door, and a lock located approximately 36 inches (36" = 914mm) above the floor that does not require tight grasping, pinching, or twisting of the wrist to operate. c. A coat hook shall be provided at a maximum height of 54 inches(54"= 1372mm)above the floor. 30.7 WATER CLOSETS That are required to be accessible shall comply with the following: 30.7.1 Clear floor space: Clear floor space for water closets not in stalls shall comply with Fig.30d. Clear floor space may be arranged to allow either a left-handed or right-handed approach to the water closet. 42" y 18" "I 1067 "I 457 "I r :v:. err:: .. .... ... . ..... .... ...............:�.4. ..... 10 • 6 Ft 0 ; "': 'j Clear ': a S Floor Space '= N co :::::::::':::- :l 762 x 1219 co 0.13 2286 Accessible Unisex Toilet Room Figure 30d 30.7.2 Location: The centerline of the water closet shall be located 18 inches(18"=457mm)from the nearest side wall and at least 42 inches(42"= 1067mm)from the farthest side wall or the closest edge of an adjacent fixture. There shall be at least 42 inches(42"= 1067mm)clearance between the front edge of the water closet and the nearest wall or fixture. 30.7.3 Height: Water closets shall be 17 inches to 19 inches (17" to 19" =432mm to 483mm) high, measured to the top of the water closet seat. See Fig.30e. 1/27/06 521 CMR- 141 521 CMR: ARCHITECTURAL ACCESS BOARD 30.00: PUBLIC TOILET ROOMS 30.8.1 Location: The side grab bar shall be located a maximum of 12 inches(12"=305mm)from the interior corner. The rear grab bar shall be located a maximum of six inches(6"= 152mm)from the interior corner. 30.8.2 Height: Grab bars shall be set at a height of 33 to 36 inches (33"to 36" = 838mm to 914mm) above and parallel to the floor. Where a tank prevents location of the rear grab bar,a bar may be installed three inches(3"=76mm)above the tank. Where a flushometer prevents the location of a 42 inch (42" = 1067mm) rear grab bar, one grab bar, 36 inches (36" = 914mm) shall be installed to the side of the flushometer,located three inches(3"=76mm)from the closest edge of the flushometer. 30.8.3 Thickness: Grab bars shall be between 1% inches and PA inches (1%" to 1%2" = 32mm to 38mm) in outside diameter,have a 1%2 inch(1%2" =38mm) clearance between the bar and the wall. See Fig.30f. 1-1/4" to 1-1/2' -1 2" 111 38 #' // ' Roughened or Rust Resistive Acid etched Grab Bars Figure 30f 30.8.4 Material: Grab bars shall also be non-rusting and acid-etched or roughened. Grab bars shall comply with the structural strength defined in 521 CMR 5.00,DEFINITIONS. 30.8.5 Dispensers or other devices shall not be mounted above the grab bars. 30.9 SINK Sinks, including vanities, shall comply with the following: 1/27/06 521 CMR- 143