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HomeMy WebLinkAboutBLD-23-006335 ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department 1146 Route 28, South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836t ir.- iwi . Massachusetts State Building Code,780 CMR ‘. V E D Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling Tici..3(.zoThis Section For Official Use Only Building Permit Number: 46ep. 33s Date Applied: BUILDING DEPAR MENT HY - - � ')Qf)( S f 11.)� - Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: OaCe-)- . 1.2 Assessors Map&Parcel Numbers Li rx.t)ce4 raj,w . pd- \ i eyt 4Li 1.1 a Is this an accepted street?yes✓ no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: t-- .------ 2- (43 -tOOo �, o iS- ' " Qr ,-. F1VED Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) -" +- ^-- 1.5 Building Setbacks(ft) �;p� 2 3 z022 { Front Yard Side Yards Rear Yard Required I Provided Required Provided Required Provf tl1 I- ..id DEPARTMENT 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: _ Outside Flood Zoe? Public Private❑ Check if yesIV Municipal il#On site disposal system SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of R cord: rvl i ch � iciarcfrl Pain , ►- 51-- a rnr ) J), 0a.(033 Name(Print) City,State,ZI - j-9 -3 ) rn_i -z c:� t i1 .ern No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction❑ Existing Building 0 Owner-Occupied 0 f Repairs(s) 0 Alteration(s) ❑ ( Addition e Demolition 0 Accessory Bldg. ET' Number of Units Other 0 Specify: Brief Description of Proposed Work2: , r SECTION 4: ESTIMATED CONSTRUCTION COSTS. Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 4.1-8. o an 1. Building Permit Fee:$ S O Indicate how fee is determined: EIStandard City/Town Application Fee 2.Electrical $ --O00 0 Total Project Cost3(IAm 6 x//�lt'plier x 3.Plumbing $ 5 0 00 2. Other Fees: $ 6 �t\ (O(P 4.Mechanical (HVAC) $ 30 oO List: 5.Mechanical (Fire '$ Suppression) Total All Fees:$ Check No. Check Amount: Cash ount: 5 ¶. 6.Total Project Cost: $ G. 3 Q 0 0 0 Paid in Full 0 Outstanding Balance e: i r1 o iiii2,7-- . SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CST,) > .., �S J�e� i l_.s_ e-,may i / f ___ In A Act ZQ ii a h License Number Expiration Date Name of CSL Holder O 2O List CSL Type(see below) V• No.and Street Type Description fr O C'i h (� ��� U Unrestricted(Buildings up to 35,000 Cu.ft.) City/Town,State,ZIP R Restricted 18c2 Family Dwelling M Masonry RC I Roofing Covering WS Window and Siding �`� . S SF Solid Fuel Burning Appliances .4 Y I Insulation Telephone Email a res q' rthn0' D Demolition . 5.2 Registered Home Improvement Contractor I ) as 3 a rt a in Cy) 4-yuc,+ in _1 G �C'' lc; / 9/a?a3 HIC Comp,ny Name or HIC Registrant {nel - HIC Registration Number Expiration Date .an&Street )c`e 6,►7 aC�13arl Qr!`P Q C Q h'1 l C I 1 r1 cr / C ,(pc-- Email address tty/Town, State,ZIP Telephone SECTION 6: WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L. c.152.§ 25C(6)) - Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issu ce of the building permit. Signed Affidavit Attached? Yes No 0 ' SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize k.Q,,, v C. Q Y7 (2 V1 to act on my behalf,in all matters relative to work authorized by this building perit application. rn 1 i41 a( go re r i exc-e, y / / ,a-o a-a Print Owner's Name(Electronic Signature) Date • SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.aov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) 1(o S 4. (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) S(p(� F I- Habitable room count I Number of fireplaces m Number of bedrooms 5, Number of bathrooms I Number of half/baths Type of heating system fit e r-1-j,r. '&c,3o v°4' Number of decks/porches JY Type of cooling system M►rl i 5 Enclosed Open 1/ 3. "Total Project Square Footage"may be substituted for"Total Project Cost" §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-2231,1 ext. 1261 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 L-} c e c%, ;cc, c a Sl L 0 rm o m , C7)-(67-3 Work Addri�ss Is to be disposed of oat the following location: c orI-r n_o 0_ /Po m p r ci r vo1 c-. Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. ` ig re of Ap cation Date Permit No. The Commonwealth of Massachusetts n i—•. Department of Industrial Accidents r1'= 1 Congress Street, Suite 100 ;� ; Boston,MA 02114-2017 �,;, www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): K t r ,`LSa,I', & co,,s-"'r C . Address: '' t--' -- (..0 tAs Law St City/State/Zip: (?Q v trtt, Csvv Phone#: G v —SWC—C 5 Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with employees(full and/or part-time).* 7lew construction ?.Q I am a sole proprietor or partnership and have no employees working for me in any capacity.[No workers'comp.insurance required.] 8. Remodeling • 3.�I am a homeowner doing all work myself.(No workers'comp.insurance required.)t 4 ID Demolition 4.0 I am a homeowner and will be hiring contractors to conduct all work on m property.Y I will ]0 ❑ Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. am a general contractor and I have hired the sub-contractors listed on the attached sheet. 12. Plumbing repairs or additions These sub-contractors have employees and have workers'comp. insurance.t 13.[]Roof repairs 6.0 We are a corporation and its officers have exercised their right of exemption per,MIGL c. I4.O Other 152,§I(4),and we have no employees. [No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing ail work and then hire outside contractors must submit a new affidavit indicating such. tContractors 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 ant an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the worlcers' 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. 1 do hereby certi y to fete pains at penalties of perjuzy that the information provided above is true and correct. Signature: (2, v Date: p i 7 Z 4-7--- Phone#: 5-0 ✓ _"S CC 2 S S,S 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#: Registration # 197538 Registrant KA BAZARIAN CONSTRUCTION AND DEVELOPMENT. INC. Name Kevin Bazarian Address 44 B Winslow Street City. State Zip Provincetown, MA 02657 Expiration Date 12/29/2023 Conimonwealth ot fVlassachusetts z Division of Occupational LicensLirte Board of Building FRegulations and Standards Const-cilt:tion S-058'764 press 01/1712024 ).* KEVIN A BAZ;1134RIAN PO BOX 5 • /' PROVINCETOWN 02657 .„, Commissioner • Sears, Tim From: Sears, Tim Sent: Thursday, September 1, 2022 10:13 AM To: 'kevinabazarian@yahoo.com' Subject: 4 Kaycees Way Kevin, I have reviewed your updated information and you need to submit either a 110mph checklist or the plans need to be reviewed and stamped by a Registered Design Professional. Please submit one of these items for review Timothy Sears CBO Deputy Building Commissioner Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsears@varmouth.ma.us 1 Sears, Tim From: Sears, Tim Sent: Tuesday, May 17, 2022 10:37 AM To: 'kevinabazarian@yahoo.com' Subject: 4 Kaycees Way Kevin, I have reviewed your application for new construction and there are some items needed. ,r." 2 sets of plans showing conformance to the 9th Edition Massachusetts State Building Code X. Floor plan needs to show details of bar area n(} atwikspQ[ .3( The full bathroom appears to create a dwelling unit, update floor plan to remove the tub/shower. 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" 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. l imothy Sears CBO Deputy Building Commissioner .Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsears@yarmouth.ma.us 1 of'-r '4 TOWN OF YARMOUTH • HEALTH DEPARTMENT PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: Building Site Location: 1-4 ka.r3cee3 (.Oc) weal- 9 r'nro), /Y ) ©a(n 2 Proposed Improvement: 'B a ck ja.r-r CO_-1-(v /m GUI Cd ve, 5(53 Sokf (.,`1+Ar, t ba-H�r©o Y� . 1'bar- , po -a (L-ra rn l n c a re U Syg-aB�- Applicant: rY) l C:4')ct e 1 rya r(n Po?ram./1Y) a r,a Po ro2,Tel. No.: 1=3-9 -1--aa -14a Address: L3 I(cu)Cee, ft)nj ) tAre,C 4- ya rr 4 . ter ry 3 Date Filed: `�/ I a f -0 a.a, **If you would like e-mail notification of sign off,please provide e-mail address: 1') k Z(CJ----� tL I! • C 2'YYI Owner Name: YY) I C.1') ae I t.rc' Pte t Owner Address: -e0 ' rl'not weer Tel. No.:1--)-y.a-22- 322 I .r-).. ..1 � RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: CEC:,- a ilD (1.) Site Plan showing existing buildings, water line location, APR 9 2022 and septic system location; (2.) Floor plan labeling ALL rooms within building HEALTH DEPT. (all existing and proposed) - Note: Floor plans not required for decks, sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: DATE: 5 "1-)- PLEASE NOTE COMMENTS/CONDITIONS .THE INSTALLER SHALL VERIFY THE NOTES SYSTEM PROFILE LOCATIONS OF ALL UTILITIES AND ALL BypB BUILDING SEWER OUTLETS AND 1.DATUM Is 11A1q.d1 <: {� (Iro1 i0 SCALE/ I ELEVATIONS PRIOR TO INSTALLING ANY 2.MUNICIPAL WATER IS E315Bp4 N _ PORTION OF SEPTIC SYSTEM Sala' _ \ _SNO b __ 3.MINIMUM PIPE PITCH TO BE 1/B'PER FOOT. -- I`•�-. - 148.3' MXlIMUN.)S'OF COVER O R PREGAST 4.DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS , PROPOSED t� PJ[us1 N_Iv TO BE AASNO H-)Il ,..>.v BARN ■ o 1;. DYr") i i S.PIPE JOMTS TO BE MADE WATERTIGHT. 1 '���i�mv�y 6.CONSTRUCTION DETAILS TO BE IN ACCORDANCE ROTH l '48.0' IP• .• ---Fr'� -- EXISTING SEPTIC 310 CUR 15.000(TITLE 5.) / 1 1 .45.5' • la amc iuix 1P '" EXIST. n.H SYSTEM TO REMAIN 7.THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO f00 BE USED FOR LOT UNE STAKING OR ANY OTHER /�' ..CP[ouu ut WIC: ... PURPOSE. / f IJI[- A PIPE FOR SEPTIC SYSTEM TO SCH.40-4'PVC. Pm✓ =1:;:;C1,l.1..`7 1...,..,,,1". 9.COMPONENTS NOT TO BE BACKFILLED OR CONCEALEDVii)p4 •or ,'l ••• WITHOUT INSPECTION BY BOARD OF HEALTH AND J %`' (2_Sx SLOPE MIND PERMISSION OBTAINED FROM BOARD OF HEALTH. �[y j .Tf FOUNDATION— 95' —SEPTIC TANK EXIST. EXISTING LEACHING FACILITY 10.CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING _4\ .�5,�, ( 858-3N-7233)AND VERIFYING THE • LOCATION OF AU.UNDERGROUND A OVERHEAD UTILITIES LOCUS MAP II PRIOR 10 COMMENCEMENT OF WORK. M.SITE f '--.' )\ `' '40'tiE j5 ATTH 1. OZONE II,RNO AODIN N1TH TIONAALL IBEDEROOMS ALLOHED SCALE 1•m 2000'3 ( 'T crow..M� 49. /Ix-x-ir!-x—Y.--l-150.Oi---x•--x -- ASSESSORS MAP 184 PARCEL 44 /' j I.%, LOCUS IS WITHIN FEMA FLOOD ZONE X "'S2 I (AREA OF MINIMAL FLOOD HAZARD)AS 1. HE `'J1 "L SHOWN ON COMMUNITY PANEL N25001C0586J I, � \ " DATED 7/16/2014 f 35.S. 53 Cr' 'SO nv 5„ `� r 8 ZONING SUMMARY {J -,�;r>1 '� Igo 1 ZONING DISTRICT: R-40 DISTRICT 0 \1 N ) MIN. LOT SIZE 40,000 S.F. Q T.('I (1) MIN, LOT FRONTAGE 150' T I ,J s Z I"'3 MIN. FRONT SETBACK 30' ( I) I I'', (49-' (•. • �1 MIN. SIDE SETBACK 20' , ,ITS (� p ,h-C�, MIN. REAR SETBACK 20' \ f'�1• . 8 r'- MAX. BUILDING COVERAGE 25% j }x I Mi ,.� MAX. BUILDING HEIGHT 35' I •... Il .H Q CV SITE IS LOCATED WITHIN THE AQUIFER / L` �. J 0 Ill O I PROTECTION OVERLAY DISTRICT ~ - g I(• - l 24,694 S.F.t , r�.IJ�. l�LOT 12 Cal W 11 i -+(�) x x W (1[Tfl CO 0 / l x?,. Clg , DEct4 I O �� -L ,49-' C'I i.n. ,,i DIRT % �`., f' >. ' a i EXISTING DWELLING / +y a 'I! J�`� Q TOP. 49.5' - J• I �T I) 1 ) / _f r^ _ • 1! rA I - 1 1 ,r'• 1 6 / / Fgy-. 5��y� To I SEWER/LINE'=' .T1"` = /" PAVED T. I WHERE_JW�HIy„ j ,,,� SITE PLAN 1 DRIVEWAY i 10' TO WATER 1 U i r'T�q^I a SERVICE 1\ I\\\111 ` .. 1 . -.. rL � ;' 'I ) _ � �``-k _ 3, ' ._ _ OF_� #4 KAYCEES WAY ,_ *s '-. 125.00 - 4 I. ti--" a WEST YARMOUTH, MA ___/\'-- PREPARED FOR )y MARIA PIERCE w <'o,' c KAYCEES WAY /b A \ ,/ DANIEL paw DATE. h°TILL O.2022 OJAIA 11 •• (ti • I n N..40980„ C f1 506-362-4541 NJ.46502 • off 506-362-9880 \ T"9T URv°`•e,, 90L., xAL T"`?Wp ( aowncoca.com C down cape engineering,inc, civil engineers Sc[TIe:1".20' ,_S-„ , —, , —" I land surveyors 9J9 MaA, Sfresf (Rfa BA) DCF. #Z I—47Z 0 To no 30 4C S1:Lf i DATE DANIEL A. OJALA, P.E..P.L.S. I YARMOUTHPORT MA 02675 21-472 PIERCE DWG *THE INSTALLER SHALL VERIFY THE NOTES _ /'� SYSTEM PROFILE LOCATIONS OF ALL UTILITIES AND ALL I.DATUM IS T1A1m._86 — I(NOT TO SOLE) BUILDING SEWER OUTLETS AND ` ELEVATIONS PRIOR TO INSTALLING ANY 2.YUMGPAL WATER IS f%ICnNI' '� •y�-,.�_ \�--�}�dp��7,p� PORTION OF SEPTIC SYSTEM 3.MINIMUM PIPE PITCH TO BE I/B'PER FOOT. Si �-�-' ` .• 48.3.MRIMUM 75 Di CORER OVER PR CAST A. BESIGSLOADING OO NGIFFOR ALL PROPOSED PRECAST UNITST _ 0 LIN.)/ PROPOSED ICI 7• _p III BARN •WeF(noj S.PIPE JOINTS TO BE MADE WATERTIGHT. � ileeeeNiomarBp1141WWwie 6.CONSTRUCTION OETMLS TO BE IN ACCORDANCE BRIM •48.0' I,. Ir �H�r�r EXISTING SEPTIC 3+o CUR 15.000(TITLE 5.) , , .. ogee '—'1 •45.5' Ta 'emu`"-10 rzE EXIST. I1—n. SYSTEM TO REMAN 7.THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO u`AE BE USED FOR LOT UNE STAKING OR ANT OTHER eu ANRT ::ige.i(!' PURPOSE. //�� Ape.[Owl ( /9assal - B.PIPE FOR SEPTIC SYSTEM TO SCM.40-4•PVC. 4) \/PP'd 1'•'+•• 9.COMPONENTS NOT 70 BE BACKFILIED OR CONCEALED , !1!1!1!°!x�;f;�'1'T'1'1"•.•.'..,.,.•• WITHOUT INSPECTION BY BOARD OF HEREIN AND �d _ 2 5 • PERMISSION OBTAINED FROM BOARD OF HEALTH. µ I'' _ (_%SLOPE MIN.) Be'/. FOUNDATION— 95' 10.CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ` __ .�,� —SEPTIC TANK— EXIST. EXISTING LEACHING FACILITY DIGSAFE(1-8ee-344-7233)AND VERIFYwG THE LOCATION OF ALL UNDERGROUND&OVERHEAD ourES PRIOR TO COMMENCEMENT OF WORK. LOCUS MAP I 1 N-1.-0`101 11.PROPOSED BARN WIN CONVENIENCE BATHROOM.SITE SCALE 1'=2000'1 '\I 1, _ .1 �� A990 IS WHIN ZONE H.NO ADDITIONAL BEDROOMS ALLOWED. /z x--z `K� x Ai----z—z .i - ASSESSORS MAP 184 PARCEL 44 i �r \ 2a LOCUS IS WITHIN FEMA FLOOD ZONE X V`52. u 11 (AREA OF MINIMAL FLOOD HAZARD)AS (' HE • } `�� � SHOWN ON COMMUNITY PANEL#25001C0586J � l ( DATED 7/16/2014 �" `-) 35.9' S3, Z. { ti^ �JO\° i.,, r � ZONING SUMMARY �`' 1 S ZONING DISTRICT: R-40 DISTRICT �\� T. 1 C ti MIN. LOT SIZE 40,000 S.F. 7 �l z I ; U) MIN. LOT FRONTAGE 150' '`�t1" VVV"' :J MIN. FRONT SETBACK 30' )49'J" --�I•� I. \ MIN. SIDE SETBACK 20' .10 I^-.��,y . —J ..C. MIN. REAR SETBACK 20' ,� �, / g 9 - MAX. BUILDING COVERAGE 25% -/ �IA ....,'I .� In ' MAX. BUILDING HEIGHT 35' n ,. \ I3 SITE IS LOCATED WITHIN THE AQUIFER L -I v� PROTECTION OVERLAY DISTRICT I ✓�_ -�� _____fi 18 ` LOT 12-2' _ 24,694 S.F.± I E. x mmn ► »\ ;\ j p"ra o ate. P tea" n t �1y��� N LLI �. .. b I \ � co �o v 49' 0 1 DIRT n m �7+ EXISTING DWELLING ' 5� ' 4 \DRIVE I �' i ^ ( ) �— /— (' TOF = 49.5' , '�1 i IIfJ11 C J • off* _ --- r a ' Q 1 �_� .' F61— I s. I O I SEWER.LINE' r \ PAVED 1 1 it WHERE_VI(THIT1 I 1 )` I DRIVEWAY ` �- 0 10' TO WATER 1 \ )f/ �1\-i'( SITE PLAN f� ` ��/ / I �(G) I SERVICE j'L 11 \V, •� (_ I'{ Q OF s Y. #4 KAYCEES WAY ���> I 1. •� . • c PREPARED FOR — ES WAS w;Y�N F. MARIA PIERCE ` x�M N �1, DANIEL DANIELA I TI AY`�'"'�_ i 9 A �,1 aµq �, DATE MRIL 8, 2022 O I, 10�60„ u/ Np y502 II 506-362-4541 p WWa lox506-362-9880 I9p^EHSs.p4. $'ui. ,HRH ti� dOwnPOPe.pon O 4�0 'JIH eelOxxl E� wn cape ea iaeetind,iac. ^�� LCD _ civil engineers Seale:1".20' -$•ZZ_ l land surveyors 9J9 Mein Street (Rte 6A) �{ --- -- DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORF MA 02675 DCE #21-472 0 0 20 21-472 PIERCE COG 1 • 0 0 © -- 1, - - • / . '1( \ 0 --4...\ _....... C 0 ....-...c ...... .... .o.t.‘' qf •:). ! i . . . . •1 o o o , sr— , p -El 2 I S/0000.NO —.a -CO fil ID 13 c=, fii � 1 • • • t ` -j a o APR 1 y 20zz Y O HEALTH DEPT • OI11 0 4'-t lY \ z U. 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. Site Location 4 to 14;s Map#: 189 Lot#: Litt U.A! (-6arrnotA37, 1pi�lam,C Proposed Improvement: '[2,r, �1 cn W1.4h 1 11 a roorv�. �) .ta�,y, )2 ci !v,OQ d a.rn i no a v-P cam. ""fl Applicant: rn j C,haQ_i__narrvl Pula, j tyw,,(La tsv Address y Inc ,Q-PS wcluaA Tel. #f--?- .-- 1 Date Filed: Li J 1 DoeS+`6a-r -) fl) , O RESIDENTIAL AND / OR COMMERCIAL BUILDING Water Department: Determines Compliance of Water Availability and or Existing Location Engineering Department: Determines Compliance for Parking and Drainage Conservation Commission: Determines Compliance to Wetlands Acts; i.e. If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Ocean, Bogs, Bays, Marshland, Etc... Health Department: Determines Compliance to State and Town Regulations, i.e., Requirements for Septage Disposal and other Public Health Activities Fire Department: Determines Compliance to State and Town Requirements for Personal, Safety, Property Protection;, i.e. Smoke Detectors, Sprinkler Systems, Etc... UM AK- Signature of applicant Date PLEASE NOTE: COMMENTS: Reviewed by:Water Division Date h►..d: I m_kr� ��'°}m°``' cry •TNE INSTALLER SHALL VERYY THE NOTES SYSTEM PROFILE LOCATIONS*101NGof ALLO UTILITIES A AND ALL � � " /w.M WAN ELEVATIONS SEWER OUTLETS AND I.OAVY 6 0►ID.2S ELEVA0N5 PR•PT TO INSTALLwO ANT t TAUROPAL 4[a M DOME PORTION OF SEPTIC SYSTEM 3.IIYY A'[RIO,TO i 1/IP PR/06T. . • d.0047.U MONO TOT NL NIOO#D AIKOA3T UMTS ,I w . PROPOSED rr TO IR us Ho N.-Ls BARN '■I ate.M iMn�1.r ?Mt ATNTS ro t MAIM 4RRRWT. , � IT 7 A.COASTINCRON OETAR5 TO K N ACCORGMT MN ..0' , COSTING SEPTIC N0 OM Maio(RILE 5) J 411111,611111 •45.5' 4. ..........• EXIST. SYSTEM 10 REMAIN T.OO RAN IS FOR PIIVON=HONK Orr AND NOT TO AdaM.��W ilt MO R'/OI LOT LIM 6TNO OR ANT 01401 , 6 E N WPM STSTO.TO SOL.0-4-AVG. b„ `IV NI OT j'.cr.;. ;':P.,,U.?. •fW,,'”., S.IOJ1 OEC NOT ro StPOOLID)OR COICW� MNIOII q[CTO{f1T TROY 10 4 KKIN MA ♦ �` i�'a S1OR 1/.1 .OIMfTiON KM* Y 00 0 Of O•KKM • 1O COnRACMO1,4- SE RLA'O41LE TOIL CANON /1, ��,� FTXINQATgN— 95' —SEPTIC TANK— EXIST. EXISTING LEACHING FACILITY OMR h-MR-.Yw-TS.U)w+O MfOwe'Mr AGGRO.OF AU.L•10 .40 4 OM0OMA0 VTUlt4 ort OrNW.TO 000•04:7 MAK. LOCUS MAP N6,•4O II it TI .RO/L7m R11M'MTN COMA. E 41NROOL aK EKE r.2000'! S) . �r��.90 N rN•.SIR r No AROITIb1AL BOONS ALLOT. .-.—.---L---g-.-1y6fi4—+�-T ASSESSORS MAP 16i PARCEL 44 LOCUS IS M IOI FEFIA FLOOD ZONE X 32 L. ((AREA OF IO4RIAL FLOOD HAZARD)AS HE NE � J ��� SHORN ON COMMUlTY PANEL/2SOOTCOSBIJ �9 DATED 7/19/2014 i�rL c. 3. L.„ �, �° ZONP4G SUMMARY 4 ejeis \ \,.,. y ZONING DISTRICT: R-40 DISTRICT c O O CrS UK LOT 512E 40.000 S.F. $ rf- V) UK LOT FRONTAGE ISO i - MSL FRONT SETBACK 30' 149 v.\ iQ �,' J J1-�� UK SLR SETBAOC 2O' DAX.BUXOM COVERAGE ZAK r� ;� / MK REAR SETBACK 20' MAX.BUAORIG NEIGHS 33' -'V _ '7"` 9TE IS LOCATED MMIN THE AQUIFER O PROTECTION OVERLAY DISTRICT LOT 12 C l r"� �- 24.694 SF.A - n -�—•" GRAVEL +I111,1 r, ,`7 f �' coml. r, 11I ,,:v. ; ",` . o WORK MUST CONFORM TO ALL E , t+_, b- TOWN BYLAWS & REGULATIONS ��y/ TOR•. 14.3•. .� SZS° , ���.�� 4.I` �-'1 I� - •-- - t (G�, YARMOUTH WAi ER DEPT DA -� 3 c y PAKD L't� . OIIERE , t` y DRIVENA , ,*o o To'To { ) °5.-..."1 SITE PLAN /Lt e SERVICE #4 KAYCEES WAY o or o WEST YARMOUTH, MA ... \- _ ' PREPARED FOR _ we`1r' MARIA PIERCE ' KAYCE,FS • A ,.' DAME%\ ON.0 w' DARE A RR.S.SOS2 So J - �A MI 100-302-.441 MsELo• 11A4FN9 NA2a-342-4� v "' wn repo i feNiisq,Inc. { engineers� LCR _„ civil A., .1 y-a•22 land surveyors P.1D Mein StrLf(Rf. 9..f DCE W DATE DAMEL A-OJALA.P.E..Pl.& YARMOUTNPO T MA 02675 -472 tl_.T:NONE 9Nc *THE INSTALLER SHALL VERIFY THE NOTES SYSTEM PROFILE LOCATIONS OF ALL UTILITIES AND ALL DATUM IS Nem n6 1'„ t�II ENor TO SCALE) BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY 2.MUNICIPAL WATER IS EXISTING PORTION OF SEPTIC SYSTEM I. fig. li nw a un 3 MINIMUM PIPE PITCH TO BE 1/B'PER FOOT. P • 48.3.MINIMUM 75 OF COVER R PR CAST R.ROE LOADING FOR ALL PROPOSED PRECAST UNITS O, PROPOSED Puas1«-w To BE aABHo H-1Q II lir BARN '■I FRT Ow.) '■I S.PIPE JOINTS TO BE MADE WATERTIGHT. 1/1 • �Rsa�nra� 6.CONSTRUCTION DETAILS TO BE N ACCORDANCE W1TN Q. , 310 CMR 15.000(TITLE 0.) •48.0' 1 -1P iR EXIST. EXISTINGSTEM SEPTIC 7•THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO / taru4 o• •45.5' 7D SYSTEM TO REMAIN `, AaK�40.11. �a.M BMRL •. N USED FOR LOT LINE STAKING OR ANY OTTER /v�"_d„I .1 6.PIPE FOR SEPTIC SYSTEM TO SCH.40-6"PVC. a/ '47 a 9.COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 6 `�� �:,:=��:x'-;•:�:: °^°�°^!�!'�`�,::;';' 4 YATHOUT INSPECTION BY BOARD OF HEALTH AND - R _ 2.5 PERMISSION OBTAINED FROM BOARD OF HEALTH. ' � (_><SLOPE ) 10.CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING �� Al\ �a Ab. FOUNDATION— 95' —SEPTIC TANK— EXIST. EXISTING LEACHING FACILITY DIGSAFE(1-668-344-7233)AND VERIFYING THE LOCATION OF ALL UNDERGROUND&OVERHEAD UTUTIES LOCUS MAP ••\ '�\ I PRIOR TO COMMENCEMENT OF WORK. mI \i�`\^ `? /� y —�Nit g0 E .SITE IS HxnlI ZONE V.No ADDITIONAL BEDROOMS ALLLTH CONVENIENCE LOOWED. SCALE 1".2000.* x—x II—x ' x-4$OJd4--K�/ x--�, `; , ' ASSESSORS MAP 184 PARCEL 44 i LOCUS IS WITHIN FEMA FLOOD ZONE X `\} , (AREA OF MINIMAL FLOOD HAZARD)AS \\ HE \\' 1 SZ� ,") SHOWN ON COMMUNITY PANEL/25001C0586J ille, a 1 �,� t53, DATED 7/16/2014 \ a ) 35.9' C r l /l 1 - ., $ \.1 ZONING SUMMARY U ,1 - B S ZONING DISTRICT; R-40 DISTRICT `1 ^' MIN. LOT 512E 40,000 S.F. {_ O >�Z �� F C MIN. LOT FRONTAGE 150' �� � t49 L ,� ` ;^I• a I MIN. SIDE SETBACK 20' Q1 � MIN. REAR SETBACK 20' � ? \ \ I S - MAX. BUILDING COVERAGE 25% / \�„ �I�� 1 I MAX. BUILDING HEIGHT 35 l'�"'1 IU t�' SITE IS LOCATED WITHIN THE AQUIFER �� �. t 1`J Q PROTECTION OVERLAY DISTRICT ',I.v, — \•.. O t LOT 12 o, -.' 24,694 S.F.* rr-�3 Z—� W I \ x-}�� q I Ilan DEC r ! 1 (�,n I x) „_,1 °(t, ,.���A .O. .� N - \1y ( \[) > 49' ., D,� 1T,1t, DIRT�1 \ `.. n E�-yy^�J J ' EXISTING DWELLING T, 4y, DRIVE 11 I -r • 1, TOF 49.5' V rrrllll����//// �1 a \, J J •`C 4.. i. r. 111 ` !2�. _ a._....r...�- i SI - ��l ; J ; ICS61; I1 ;.ram I SL SEWER UNEE I ) DRIVEWA a 0 ERO WA I"'' '1i 'C--,.�. SITE PLAN i � 1 GQ 4 I SERVICE 1i 1 /�('7,/ OF I(--- .N.? �� �' " #4 KAYCEES WAY to I \,� 125.00 WEST YARMOUTH, MA a mod'" •, 2�%?�`1 ---�`� 1• �47 -, 1 '11 ``� PREPARED FOR • -- _�• 1, 4,‹ _} WO W°" MARIA PIERCE ' n KAq S W ) <- OANAIE t; „r DANNIRLAA 4�- DATE: APRIL B,2022 ° �2 �� ,NJ40980_ALA u No446502 •. E�7ie:we-iec-meeo 4:0'7K9104 of 08TE•N�?W tlOwnOOPI.O O 4H08U0.V V�Y d�OHAI E down cape eagineenag,inc. '�ZA LCD civil engineers Sccle:1"=20' y.8-T2-`��/ i --' land surveyors �` >•i -- I 939 Main Street (Rio 6A) to 00 3o so DO EEEi DATE DANIEL A.OJALA, P.C.,P.L.S. YARMOUTtaPORT MA 02675 DCE #21-472 21-472 PIERCE DWG •THE INSTALLER SHALL VERIFY THE NOTES SYSTEM PROFILE LOCATIONS OF ALL UTILITIES AND ALL I.DATUM IS MGM i ���� Bel To STALE) BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY 2.MUNICIPAL WATER IS POSTING PORTION OF SEPTIC SYSTEM17) `'AO \\ s sue a e7O 3.MINIMUM PIPE PITCH TO BE 1/8'PER FOOT. 19 ` MINIMUM,75'Of COVER O+LN PREG4S�7 {`_ _4.DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS I(`-_•}-/,rB� p PROPOSED To eE AASHo H-1Q a PKTAfi M-10 BARN ICI IFF'''LWPd ICI 5.PIPE JOINTS TO BE MADE WATERTIGHT. w�samasmimnz4ammoui 6.CONSTRUCTION DETAILS TO BE IN ACCORDANCE Nine ' II •48.0' ,45.5' i¢ EXISTING SEPTIC st0 CMR ts.000(TITLE sd // lays o�• t umoiAwl'p ttl EXIST. SYSTEM TO REMAIN 7.THIS PLAN IS FOR PROPOSED VgRK ONLY AND NOT TO BE USED FOR LOT UNE STAKING OR ANY OTHER /� ,� 0.[OR COWL a•S wrtE 'h=L:T:•�Si!t PURPOSE. (. / r 0510 `,r�, ',•T' y 8.PIPE FOR SEPPC SYSTEM TO SCH.40-4'PVC. `J"�F ` ; t ligia9 :4,44r:E'j e.'f.;400:::::t 9.COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 84� — �� N1IHDUT INSPECTION BY BOARD OF HEALTH AND d ����,,II (2.111 SLOPE ) PERMISSION OBTAINED FROM BOARD OF HEALTH. &,y!- `+ FOUNDATION— 95 10.CONTRACTOR SHALL BE RESPONSIBLZ FOR CALUNG -_Z�\\ . T►,� SEPTIC TANK— EXIST. EXISTING LEACHING FACILITY DIGSAFE(I-884-344a233)AND VERIFTNG THE LOCATION OF ALL UNDERGROUND&OVERHEAD UTUTIES \\ I PRIOR 10 COMMENCEMENT OF WORK. LOCUS MAP �•�.� ...1 ,) ! 40101 1 PROPOSEDBARN WITH ATHfl TE SCALE I 2000'* r (((��� f 1. ni CLONAL B OOM.51 J ��y I y ,,,1,a ._ _N�i F9 90 IS 19THIN ZONE O.NO ADDITIONAL BEDROOMS ALLOWED. te, iK---z--z—'x—x-1'SEC.M4-'°-z,----R ASSESSORS MAP 184 PARCEL 44 .I I 1 `'r! �� LOCUS IS WITHIN FEMA FLOOD ZONE X ` ,, S2._.w (AREA OF MINIMAL FLOOD HAZARD)AS )NI • SHOWN ON COMMUNITY PANEL/25001C0586J �� DATED 7/16/2014 ) " �o ZONING SUMMARY I / 0 .1 [;, J IiPO i ZONING DISTRICT: R-40 DISTRICT 1 I > b% L�� MIN.LOT SIZE 40.000 S.F. 1 11�_ MIN.LOT FRONTAGE 150' � �,R .;~ .• Z MIN.FRONT SETBACK 30' ` i (% 49 - .. _ MIN. SIDE SETBACK 20' -� — MIN. REAR SETBACK 20' MAX.BUILDING COVERAGE 25R II x 2y, �' '.)L` MAX.BUILDING HEIGHT 35' (') 1 �i O, SITE IS LOCATED WITHIN THE AQUIFER — �, ";y�, `_.i LOT 12 s) PROTECTION OVERLAY DISTRICT x „�-E_-� `.'\ 24,694 S.F.. ) I"3 �1 �= x 1 ,1..--x- �GR&VEL 11111% _ AI' r. i .� '1 , I' I LC., ' / q} EXISTING DWELLING '. �, i" C4• 1 DRTAEDIRT'\�� ) } TOF m 49.5' \ } .-\- ` 1 t.� ,,P,�T l/ �-•-t 1'L, �i. \1 to i._.of 1. 1201, ' "'i) 1 t < i L �1 �- slf 1 I ,. 1 (V}"'�-" SLEEVE. t 1 1' , )V 1 I SEWER/LINE L A 1 1, g/, PAVED , y LA'S s WHERE,3(T'HII . i I $ DRIVEWAY '4 PO 1 10' TO WATER, L} \ a� •••,. �'�,.'a SITE PLAN 2 }f, 'v , ' L 0. SERVICE 11 i�t or 11) ' 1 ,r ,I_ ., • ^ i__� ( is a I •' ° #4 KAYCEES WAY ,I,1' I 125.00 �• �� ,;- S 'n. -, WEST YARMOUTH, MA .✓ I PREPARED FOR ~ -' ! !' MARIA PIERCE N7 ,..io 1F Mom,+CL�. yNOFWJ,,,c I 0,) ( KAYO S WAX 4.,`.-I f DANNIEL TF. DLL. 0 DATE: APRIL B,2022 Z. 7 l/ a OJALA GI CML m 508-362-4341 a .. /1. _ �` 9,.403l_0�/� oglta ABSD2o•W 1 508-362-9880 O•ExeI�e. �Ole T4W�'� I dOwnOope.Om 0 �aiip. AV a41011•l C� down cape engineering,inc, L �� LC _ civil engineers Seale:I".20' 1-$•ZZ f land d surveyors 9.19 Moin Strast (Rte 6A) O '�--�--" i DATE DANIEL A. OJALA,P.E.,P.L.S. YARMOU7T4PORT MA 02675 DCE #21-472 o m w TO Eel 21-472 PIERCE OK e. NOTES: 36'-a 1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD a o^ �� 2.)CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER e 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT s•a•x4's•' FIRST FLOOR TO BE 6'-11"ABOVE SUBFLOOR MULL® 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS gouaEruN6 III STATE BUILDING CODE,9TH EDITION AMENDEMENT&IRC2015 F7 . LANgNG MASONRY 5.) SEE CERTIFIED PLOT PLAN FOR ALL EXISTING&PROPOSED DETAILS. E`I 4 8,) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE 3000 PSI AT 28 DAYS I Te"U�Ex4's" 7.) FOLLOW ALL REQUIREMENTS OF THE IECC2018 RESIDENTIAL ENERGY HUNO_ DO ` EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION INSTALLER/CONTRACTOR. m STUDIO I I 8.) VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE 4 DURING FRAMING CONSTRUCTION m I='7 J — 9.)ALL WINDOWS&DOORS TO HAVE SILL PANS&ICEANATER SHIELD FLASHING 5•Px 46^ MULLED 10.)ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED DOUELEHUNO 1 VERTICALLY OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12" 52 FIELD NAILING BATH 11.)FOLLOW ALL MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION OF r., ll gALL WINDOWS AND DOORS 12.)INSTALL ROXUL SAFE N SOUND BATT INSULATION AT ALL BATH& LAUNDRY WALLS.VERIFY OTHER LOCATIONS WITH OWNERS �• \ �--� 13.)THIS STRUCTURE IS DESIGNED TO THE AF&PA WOOD FRAME CONSTRUCTION 3^x43^ 1'1Px4'S^ 1'10'x4'4 MANUAL FOR 110 MPH EXPOSURE"B"LOCATION PER SECTION R301.2.1.1 MJ'0l1ED OOUELE3HLNG COUELEHUNG WU2LEHUNR 1 •JOUELE.+_YG PORCH / 14.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE,900 PSI MIN. m s'-o- 2,11" 2,11. Al 1D•-r s-D h 15.)INSTALL ALL ROOF TO WALL,CHIMNEY,&OTHER FLASHING PER MANUFACTURER'S INSTRUCTIONS ® r 1 . e ik\ Peers 1N/RVC CASINO 4-6 // / 8,01 / / 360 / FLOOR PLAN NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE SMOKE DETECTOR JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING ©CARBON MONOXIDE DETECTOR ROOF FRAMING BLOCKINGTORMTER(TOENAILED) 2.ad 2.10d EACH ENO RIM BOARD TO RAFTER(END NAILED) 2.18E 316E EACH END WALL FRAMING. TOP PLATES AT INTERSECTIONS(FACE NAILED) 416E 616E AT JOINTS IECC2018 RESIDENTIAL ENERGY EFFICIENCY DETAILS 6HEADER TO HETUD T 0 STUDADER DACE NAILED) ME 2.18 4 160E 1P20 ALONG EDGES CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION FLOOR FRAMING: JOIST TO SILL.TOP PLATE OR GIRDER(TOE NAILED) OD - 1.10E PER JOIST _ TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) BLOOMING TO JOISTS(TOE NAILED) 2aE 2.10E EACH END ON FRAYED WALL FIDE eEKEM 9W WALL BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 016E 4.'N EACH BLOCK on E w02(1*SPACELEDGER STRIP TO SEAM OR ORDER(FACENARE0) NSE uF NAm 'SOFT 1ME JOIST ON LEDGER TO SEMI(TOE NAILED)BAND Jar TO JOST MN 4.16E PPER JOIST ER JOIST ow KENO DEE A f<erIJ.E SO 191E BIRD JOIST 811 OR NOPFU®1ROEIULEDO .1.t E 3-109 NOTE RIr-�/ ',1 I!-I,FOR I_I 6.16E PER FOOT 2.15I19 MEANS R ARE�IS CONTINUOUS NUOU6AIN6AATEC SHEATHING ON THE INTERIOR OR ORS ARE MAXIMUMS EJ(IOENE LEVY L_U FOR BUILDING AND,.'� ..::J CODE G\%151i^LI� ROOF SHEATHMG MOOD STRUCTURAL PANELS(PLYWOOD)OF HOME OR 1(y}ATLQL�1� RAFTERS OR TRUSSES SPACED UP TO 18'<.<. 6E 10E IP EDGES.FIELD 9.REFEREO IECC 14•19 FOR ALL INSULATION A ENERGY REQUIREMENTS 11'1vE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE PoTR ENO WTPLL RI14=0R CRFIG:T 88 Wq 0�ERWVIG SE 11. IOE A.EDGEND 6'EDGES.FIEI�D 4.19•SMENV6RSCONTINIJOUfi INEILATED 9IEATMNG ON THE WALL E)RFRIOR R GABRU.L'TDUFALOR oOR RAKE TRUSS 60 10E 6•EDGE4•FIELD 6R13 GVITYINIEUUTg4 APPLICANT FROM THE RESPONSIBILITY OF"AS BUILT GABIEEIDwALLRAKEGRRAKE TRUSS W/LOCKOUT BLOCKS M . VEDGEN•FIELD OEIGNG COMPLIANCE. GYPSUM MMLIBOWKLB SHEATHING ARG 3E COOLERS T'EDOENO'FIELD 1 (\� WALL SHEATHING DATE:11'1') V`� .00 STRUCTURAL PANE.(P.V.000) - STUDS SPACED UP TO 21'oc ` .- .i D11325Y91i1BERBOARO PANELS N ._.f0E 81EDGFJ121 FIELD 3'EOOE4F FIEND ) I Ur GYPSUM wNLBOARD 5E COOLERS HEDOEMP FLOOR SHEATHING. FIELD 1 0 •' _ ]'�'-"•- MOOD STRUCTURAL PANELS(PLYM000) BUILD! FFIC A." 11OR LESS TMOIWESB Od 104 GREATER THAN 1.THICKNESS IOE II. B•EDOOY2D Ell COTUIT BAY DESIGN, LLC NEW STUDIO FOR: RECEIVED ( TIBSE aµoE�Ep':OF SCALE: DRAWING NO.: 43 BREWSTER ROAD TEsS°RA OS CONSTRUCTION 1/4"_11.ON MASHPEE MA. 02649 PIERCE RESIDENCE " TAN.ERRORS0OR OMISSIONS ". A 1 PH. (508)274-1166 NOV07 2022 EMAwNOSRE O a DATE 4 KAYCEES WAY SOUTH YARMOUTH, VIAHII,RRRALCO.��A ENTIE 9/18/2022 ' ARwIrtCT1,1ULc0IrvnI0MP�T— _._._ .... _.. ACT OT IEM. BUILDING DEPARTMENT By: lil ♦1� W 8 I� L. !IIJIJ!! 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ROOF 'I` -PR PR F OP-PROOF fffVxFEN RAFTERS -WIND WASH BARRIER BETWEEN RAFTERS �� -ALUMNJM DRIP EDGE 0 12 -CONT.RIDGEV 3ENT /Niieititi11 ifiiiii1{70.71b TO-0 :ATE20Es®154,4, '. 1_ 4` 2-P.T.2x 5' !I .~ 29 1/7'GYPSUM BOARD PVC T 8 G t x 5 CONT.SOFFIT VENTS OR AZEN BEAD • PVC CASINO a T BOARDCELING STUDY HIGH BABE.FASTEN TYP.WALL CONST. TO BEAM ABOVE W/ PORCH — 1.2x5STUDS CO18"o.0. SIMPSON ACEA1000 POST ac 2.VT PLYWOOD SHEATHING CAP&BELOW W/ " 3.5"(R•20)SEPT.INSJLATI ON TYP.Y4T&G PLYWOOD SIMPSON SMAXBC4 4,1/2"GYPSUM BOARD POST BASE SJBPLOOR-GLUED 5 NAILED 5,W.C.SHINGLE SIDING FIRST FLOOR S.TVPAR VAPOR BARRIER SUBFLOOR igiSStttitiS , - �ns+tiliSP.114.!4,1 3-P.T.2x5s II111IIIIIIIIIIIIIIIIIIIIII, PT.2x5SILL ROXUL SAFE SOUND FLOOR FRAMING OPTIONS W/SEALER R301NSULATION FOR 2x 10's®12"o.c.OR P T 2 o 5's FIRE PROTECTION 2 x 175®15"a.c.OR 00/ CRAWLSPACE 4 51/TI-JOISTS a15"o.c. Y Y 2'CONCRETE BLAB W/ 10 MIL POLY UNCER TYP.E'CONCRETE FOUNDATION WALLS W/5"x 20'CONCRETE FOOTINGS TO 4E"BELLOW GRADE W/(2)N91 ICHORIZONTALLE(*WBARS AT @SECTION @ STUDY TOP)MDO WALL THESE g7 ppoAroo00RE SCALE: DRAWING NO.: BQ� COTUIT BAY DESIGN, LLC NEW STUDIO FOR: _ oi 43 BREWSTER ROAD 1/4"—1'-0" MASHPEE MA. 02649 PIERCE RESIDENCE . INSANATOE NO.HNO THE SU OR MOM. S,FORTH A4 PH.(508)274-1166 Of"E,„THESEE NOTED. OTHER USE OF DATE 4 KAYCEES WAY SOUTH YARMOUTH, MAC oE.a,: LION 9/18/2022 / / E INSTALL 5/8"ANCHOR BOLTS AT 46"oc MAX. FROM END WI SMP60N BPS 5'8-3 BEARING PLATES A LATE PLACE BOLTS WITHIN 6-15"OF EACH FLOOR FRAMING OPTIONS TYP.B"CONCRETE FOUNDATION OF P CORNER AND TO A8"MINIMUM DEPTH INSTALL FLASHING UNDER —BLOCKING IN THE A 2x 10's 212'o c.OR , 4-0 / WALLS WI @'x 20"WNCRETE HOUSEWRAP&DECKING 111 OUTBDE R'0 JOIST 2 x 12's®16'o.c.OR FOOTNGS RIZ O TAL BARSBELO GRADE BAYS AT 4@'o.c. 9 112'FJOISTS 16'oc. WI(2)IR1 HORIZONTAL AT BASEMENT TOP&MIDDLE OF WALL ( 1111 AZIX Y4x BDECKING WINDOW\ —I 44- \ 1111 ci MA H- A.__. .III->%�� r_ 1 - _ _ —I I b, 111 FLOOR/oIsT6 II 8,-y.• b i.�BEMI •I_lI 'ai_ PT.2 x@s a 18"o.c. Co INSTALL PEELS STICK L RUBBER MEMBRANE ETTVJ BFEN LEOOER& ) SHE2x&ATHING I 1 PT LEDGER BOARD SCREWED TO CRAWLS PACE I SOLID BLOCKING W/(2)LEDGERLOK SCREWS I n Er 16"o.c.W/ZMAX LU210 JOISTS HANGERS +0 2"CONCRETE SLAB W/ —1— BILCO'C' 10 INSTALLGMPSCN DTTIZ TENSION TES 10 MIL POLY UNDER BULKHEAD 1 AT(2)LOCATIONS — BASEMENT WNDOW .i---,! I� LEDGER DETAIL NOOW PT.2xBBLL W/SEALER r II a-I--,--I--- I -�-.a I� LEDGER SEE DETNL 1` • /4 //I L ——— ---� ' ' ANCHOR BOLT DETAIL —10"DA.CONCRETE SONOTUBES ON 24"DIA.BGFOOT FOOTINGS SCALE:12"=1'-0" U TO 4'0"BELOW GRADE.USE b SIMPSON ZMAXABJ44 POST BASE 01, WI 5/8"DIA.J-BOLTS \�--_-- ♦ / FASTEN JOIST6T0PT.2x 10 BEAM —�D" — --- / - —PT.2x8s®18"oc. — BEAM WI SIMPSON ? ZAMF HzSA TES / / H / 3@'-0" / TWO RAFTER&CEI LING JOIST BAYS AT 46"o.c. 211,2J }2 x 8HDR. 2K,2J FOUNDATION/FRAMING PLAN S' . l —^__ 2x 10 RIDGE BOARD I JJ -, Q 11- -,-_—,.,}_-1-4- 1 ---I -__-4-. 2K,2J T 3-2 8 H K.2J K2J }:x 8 H JR. 2,,,,, ' b b ROOF FRAMING PLAN " _ _ _ _ _ NOTES: a _-" 1.)ALL ROOF RAFTERS TO BE 2 x 8's FL FASTENBEAM TO P.T. I I 2-2 x 8 BEAM UNLESS OTHERWISE NOTED 4x4 POSTS w/SIMPSON A 2.) USE SIMPSON H2.5A HURRICANE CLIPS ACE4 ORAC4 POST CAPS A AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPE/LAYOUT W/OWNERS / 36'-0" / SCALE: DRAW NG NO.' aQ" COTUIT BAY DESIGN, LLC NEW STUDIO FOR: VA 0 PRIOR TO START Or 43 BREWSTER ROAD 1/4"=1'-0" MH (508) MA. 02649 PIERCE RESIDENCE • RESPONSIBLE o' olsoM. A3 PH.(508)274-1166 sE▪ O"OARE°°"`THER'"`"'�E DATE 4 KAYCEES WAY SOUTH YARMOUTH, MA p�@I� PROTECTORPROTECTOR�T",1o® 9/18/2022