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HomeMy WebLinkAbout0071 SEVENTH AVENUE (HYANNIS) - Health 71 Seventh Ave 246-151 West Hyannisport i o �j e 'I a TOWN OF BARNSTABLE LOCATION Z V g SEWAGE # VILLAGE ����� �l/�//�' Ja�''�% ASSESSOR'S MAP& INSTALLER'S NAME&PHONE NO. )'O131-ySc),t1 77s"= b-776 SEPTIC TANK CAPACITY LEACHING FACIL=: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER If--"er&=J gz PERMITDATE: S COMPLIANCE DATE:_ Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of chi g facility) Feet Furnished by /7 e �jy - —u © (1 S � a ��; e . n .� ,- ., _ _ , .,�.M`'t � � ,` y.�:�:,j � 1 � -� � �a —� � T� � �X � �. ✓ ASSESSORS MAP NO: �p�►Q 0 . 00 No. PAM /.:✓ Fee THE COMMONWEALTH OF MASSACHUSETTS J PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 0[pplication for Wgpo l *r6tem COrigtrurtton Permit Y Application is hereby made for a Permit to Construct( )or Repair( x)an On-site Sewage Disposal System at: ' Location Address or Lot No. Owner's Name,Address and Tel.No. x 71 7th Ave Kippen W Hyannisport c/o Craigville Realty In 11 s N e ddres and Te No. Designer's Name,Address and Tel.No. ,`r . O`�ins�on eptic sery P.O. Box 1089 Centerville 775-8776 Type of Building: Dwelling No. of Bedrooms 2 Garbage Grinder(no) Other Type of Building No. of Persons Showers`( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Description of Soil sand Nature of Repairs or Alterations(Answer when applicable) install a 1 , 500 gal septic tank d-box and 3 stonepacked infiltrators Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Cod and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Bo d of ealth. Signed Date Application Approved by ` Application Disapproved for the following reasons ' Permit No. '' Date Issued "a✓ r '�, - r- oL •..r,++►�'N° +'. 4vw„ .<; .-°�"'+i..� . s- ,,,p«,ter..., ___ ...,- �` ro a :..� #�i.:X Fee 40.00 No. _ P THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS' Zfpp1.,tca ion tOC.1,t!g offal *Peum Conn;tructiOYC QrIYYit ° Application is hereby made for a Permit to Construct( )or Repair( x)an On-site Sewage Disposal_Syste at: ° Location Address or Lot No. Owner's Name,Address and Tel.No"' r' 71 7th Ave Kippen W Hyannisport c/o Craigville Realty, In t ll 's d r s No Designer's Name,Address and Tel.No. .4; § . N e 0j) Te peptic sery P.O.. Box 1089 Centerville 775-8776 ` Type of Building: ` Dwelling No.of Bedrooms 2 Garbage Grinder(no) Other Type of Building No. of Persons -:$hooves( w}-;Cafeteria( ) Other Fixtures Design Flow t" gallons per day. Calculated daily flow gallons. Plan Date "*� Number'of sheets Revision Date Title Description of Soil sand Nature of Repairs-or Alterations(Answer when applicable) install a 1 ,500 gal septic tank d-box" and' 3ts-tone acked infiltrators P p, Date last inspected: _ Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system ,. in accordance with the provisions of Title 5'of�,Environmentall and not to place the system in operation until a Certifi=cate of Compliancehas been issued by this B Signed Date Application Approved by. Xpplibation,Disapproved for the following'reasons ` i Permit.No. O Date Issued . THE COMMONWEALTH OF MASSACHUSETTS j PUBLIC HEALTH DIVISION -.BARNSTABLE, MASSACHUSETTS CCertifirme Of CComphance THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repaired/replaced(x )on by Robinson Septic Sery for Kippen j as 71 7th Ave W H annis Ort has beSp constructed in ?nce j with the provisions of Title 5 and the for`Disposal System Construction Permit No. dated ��' Use of this system is conditioned on compliance with the provisions set fo low: I 4 40.00 .E No: � Fee THE COMMONWEALTH OF MASSACHUSETTS 1 �' Kippen PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS f .�� Permission is hereby granted.to W.E. Robinson Septic Service r. to construct( )repair( x)an On-site Sewage System located at 71 7th Ave W HyannisAort t r and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his)her duty to - comply with Title 5 and the following local provisions or special conditions: ` All constructi�ustcompleted within two years of the date below. e Date: Approved rr , CERTIFICATION OF SKETCH AND APPLICATION"FOR A 6 ISI'O5At WORKS CONSTRUCTION PERMIT(WITHOUT DESIGNED PLANS) hereby certify that the application for disposal works construction permit signed by me dated L� '- "�9 •concerninj the property located at / ` • tneet�ail of the` following criteria: 10 > 4 l b •- here are no wetlands within 300 feet of the proposed septic system • There are no private wells within 150 feet of the proposed septic system • The observed groundwater table is 14 feet or greater below the bottom of the teaching facility • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. t 1 u� / } �t �x" 5q• t � SIGNED : DATE: LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER y [Attach a sketch plan of the proposed system. Also if the licensed installer popes a oertitled plot plan, this plan should be submitted]. d ~F r i" _J_11 �Y a tt � r AsBuilt Page 1 of 1 TOWN OF BARNSTABL:E �7 LOCATION lY A V SEWAGE# VILLAGE ��' /7 /�.Uiil/3 ��'P% ASSESSOR'S MAP&LOT INSTALLER'S NAME&PHONE NO. )'O 1;,y S'cj,t/ 77s'- ;-776 SEPTIC TANK CAPACITY LEACHING FACILITY:(type)— 3 G.4 y_s' (size) NO.OF BEDROOMS BUILDER OR OWNER PERM TDATE: r COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet o hi g facility) Feet Furnished by �i/!f s 6' r 0 v I �y � r Z http://issgl2/intranet/propdata/prebuilt.aspx?mappar=246151&seq=1 5/12/2015 NOTES DWELLING TO REM/ t'r DATUM: NAVD '88 WETLAND FLAGGED 1 \\ EXISTING DWELL \ \ 1 \ 1 100' OFF E #63 SEVENTH AVE. 1 \ J. MERCIER & R. COONEY 1 1 \ 1 \ 1 \ STATE COASTAL BANK PROP. SECOND FL. WITHIN 18.04 \� (EL. 13 NAVD'88) EXISTING FOOTPRINT \ EXISTING LEACHIN FACILITY (RETAIN) 8.25 PROP. WORK LIMIT LINE \ X \ \ 7/ 18.02 18.23 y \ . 1 .7 / 1 I 5.05 \ k 5 / r. 17.08 18.12 \ m EW 4 SHE I rn \ ! ► 1 .09 lz 01 15.3^ �0 1 xx 8.3C1 5 \ 4,W I CA v n • x 16.4 �� �1 + 1� v p18.10 , x 0 10.14 #71 1 .30 Z 17.99x 18.417 m E .1 �1 EXIST. &ELL. I \ Z EW 3 \ ASEI SLA EL. x .89 '1 7 I 1 8.04 \ . FIR' T FL-. EL.18.3' �33,1' 18.05 1 m P. FND EL 17.3' 1 18.35 ► x17.38 \ 1 ONE �1 I 0 \_ I 18.28 ' � 18. 2 \\ \NNER Rp PR\PN EW 2 \ 1 ® 7 I / x 15. ! 1 24 ¢ \ x \ 1 AK 1 �� I 18.23 F 61 t REM CHIMNE \ / 8. 7 ^� 14.73 % 1 �18.16 x 15.1 1 1 r m �� /� 10.0 my m• • 1 EW 1 .61 m z� EXIST. ST 1 = PROP. 12'x 13' (RETAIN) EXIST. CONC. PATIO UNDER DECK � 3-SEASON ROOM ON vC< . EXISTING DECK 1 6T > 100 �I PROPOSED LALLY COLUMNS FOR ADDITIONAL EXIST. DWELL. i SUPPORT) PROP. WORK LIMIT LINE 1 #79 SEVENTH AVE. \ C. GRAY & D.COWAN 1 _i i OFM, DANIE A::: 508-362-4541 OJAU 508-362-9880 No.409 wncape.com °FFss erml, Me. engineers surveyors Rte 6A) MA 02675 DATE DANIEL A. OJA 6 , NOTES - DWELLING TO REMAIN 2 BEDROOMS 0 _j DATUM: W(p '88 o ey WETLAND FLAGGED BY HAMLYN CONSULTING �roigville Beach Rd. a `c < cu ros Nantucket Q Sound \ 100' OFF BVW \ LOCUS MAP \ SCALE 1"=2000'f \ ASSESSORS MAP 246 PARCEL 151 LOCUS IS WITHIN FEMA FLOOD ZONE AE 18.04 \1 ELEV. 13 & X AS SHOWN ON COMMUNITY 1 EXISTING LEACHING PANEL #25001 C0564J DATED 7/16/2014 FACILITY (RETAIN) 1�8.25 \ ENTIRE SITE WITHIN RIVERFRONT RESOURCE AREA- 1 \ 1 18.23 y \ ZONING SUMMARY .88.15 .12 \ m \ ZONING DISTRICT: RB DISTRICT I )9 Z \ MIN. LOT SIZE 43,560S.F. 8.3C1 \ 1 = MIN. LOT FRONTAGE 20' \ MIN. LOT WIDTH 100' 18.10 1 MIN. FRONT SETBACK 20' 1 MIN. SIDE SETBACK 10' 99x 18.47 RI MIN. REAR SETBACK 10' 8.04 1 C 18.35 1 SITE IS LOCATED WITHIN AP DISTRICT 2 18.28 I �o 0 � 24 OWNER OF RECORD moo. 18.23 \ v� MARIA DEATON �18.16 z� 17 MORRA WAY 1 N RUMFORD, RI 02916 o I� z 1 REFERENCES 1 DEED BOOK 21803 PAGE 14 ' PLAN BOOK 34 PAGE 23 \ SEPTIC AS—BUILT PLAN ON FILE WITH TOWN 1 1 SITE PLAN OF 71 SEVENTH AVENUE WEST HYANNISPORT PREPARED FOR H OF MASS,gry oo� DANNIEL 0) oJA. ALA MARIA DEATON No.40980 �01Fss\0 MARCH 20, 2015 lgND SURE Scale: 1"= 20' — DANIEL A. OJALA, P.L.S. 0 10 20 30 40 50 FEET DWELLING TO REMAIN 2 BEDROOMS DATUM: NAVD '88 WETLAND FLAGGED BY HAMLYN CONSULTING TobeY Cra1. ville Beach Rd. Ma cn— cu gas Nantucket � Sound Q 1 1 •� 1 1. \ \ 100' OFF 8VW 1 1 \ LOCUS MAP 1 \ \ SCALE 1"=2000't \ ASSESSORS MAP 246 PARCEL 151 18.04 \ LOCUS IS WITHIN FEMA FLOOD ZONE AE ELEV. 13 & X AS SHOWN ON COMMUNITY 1 EXISTING LEACHING PANEL #25001 CO564J DATED 7/16/2014 FACILITY (RETAIN) 118.25 \ ENTIRE SITE WITHIN RIVERFRONT RESOURCE AREA 18.02 118.23 y \ ZONING SUMMARY Jii�.15 m \ 18.12 1 m \ ZONING DISTRICT: RB DISTRICT 1*-JX098.36 Z 7 \ MIN. LOT SIZE 43�560S.F. 00 1 = \ MIN. LOT FRONTAGE 20 1 �1 18.10 \ MIN. LOT WIDTH 100' \ < MIN. FRONT SETBACK 20' 1 99x 18.47 m MIN. SIDE SETBACK 10' \ \ Z i MIN. REAR SETBACK 10' os 18.35 R1 SITE IS LOCATED WITHIN AP DISTRICT 18.28 ^ 18. 2 24 1 18.23 moo. OWNER OF RECORD" MARIA DEATON 1 �18.16 z�i 17 MORRA WAY 1 N RUMFORD, RI 02916 j o I $I 1 z ST m IN) i REFERENCES DEED BOOK 21803 PAGE 14 \ PLAN BOOK 34 PAGE 23 \ SEPTIC AS—BUILT PLAN ON FILE WITH TOWN 1 1 ' r SITE PLAIN OF 71 SEVENTH AVENUE WEST HYANNISPORT ���ZN OF MgSsq . PREPARED FOR moo`' DANIEL Gm OJALA N MARIA DEATON No.40980 P ess\ SU ti°� MARCH 20� 2015 RD CD Scale: 1"= 20' I \ DANIEL A. OJALA, P.L.S. 0 10 20 30 40 50 FEET k 4 1 1 2 1 3 1 4 1 5 6 7 e 9 10 11 12 13 14 1 15 1 16 17 a AWC Guide to Wood Camllrucdore in High R7nd Areas:110 mph Wed Zone STUDS G 16'O.C. Massachusetts Checklist for Compliance(Too cmR 530E 2 T.gk1 STUDS 0 16'O.C. N EXTERIOR GRADE EXTERIOR GRADE N Cbak /PLYWOOD SHEATHING PLYWOOD SHEATHING 3/a'TdG 3/4'roc THE CONTRACTOR SHALL TAKE FIELD 1.1 SCOPE PLYWOOD SUBFLOOR PLYWOOD SUBFLOOR MEASUREMENTS AND VERIFY FIELD CONDITIONS Wind Speed(3ase GnU.-....._........__...._........................................................................_........_._110 rah 0 4. 2-16d COMMON NAILS,EACH STUD Wed Expcaou Caingory........_........_............._......................................................................._.._...............8 0 A. Tables 10am 11 and bmBonofwd.r-11111eM8uliftAMand Rena detemune Perrot FWHHWgr1 AND SHALL CAREFULLY COMPARE SUCH FIELD Shearing and Nab SPo ft mgWrarnera 1S APPIJCAB1tm b, WaadaboconelPandeWabamldmwnWdmesamm8'aMbelnatdledwagawa: STRAP GE UPLIFT 3-16d COMMON NAILS PER FOOT MEASUREMENTS AND CONDITIONS AND OTHER Number of8tona(a Mawfildr mdaads 8 In 12 Wells a]be amddmed a dmy),._yeeria A l Walla. ® L PananahalbalnsWWwltn BbwktnoaP&WWtobld4 3-16d COMMON NAILS INFORMATION KNOWN TO THE CONTRACTOR WITH Real P1aT......................................._................................(Flo 2)..__....................._-......_.... 6 Al2:12 ® IL AO horlmr:al joints 09 decor afar arid be rallied b hemag, EACH JOIST,TYPICAL O Mean RoaTHd9m................................__.._.__......_.........(Flo 2)...__...._.........._...,._......__2e'1 I-ft53S 0 la On single Alley aonatrvam erwe n,P even be ntmmm toboeen Pluses and bP mwnew tithe aouae THE CONTRACT DOCUMENTS BEFORE COMMENCING U g a M Building Wldtll,W.............._............_.._......._...................(Fig 3).........................I._............2rJx ft S W M mP Plate C N r BundheLengin,L............._..__...........................__.......(Fps)...:.__......................_._.._.�7'.11ANY 0 1, onbwsbryauemmnm,uppanwagh;shall beanaduamme top mmhm eofBroaP m perumetop 51wwNNED ACTIVITIES. ERRORS, INCONSISTENCIES OR - o M 8u11Wmg AePxi Rego(L ............._..._....._........__.,..._(Fp4)....................._........_.......___..1.00 s3:1 0 Pleuand to bled logo W mRen a PwAL UPPar amdmum m bWW petrel WnaN be m ftm mntl 7amr To STUDS 4-8d COMMON NNLS PER JOIST OMISSIONS DISCOVERED SHALL BE REPORTED TO U fn Nomarel Hdghld Talat Openlnd,_..,,.._....,.......-.....-..(Fp4)._.................._......._..........._..".V8' M and lower aWalvmnt made to bead PhtD d ptelftowgaming. N ........_____._.._........._,_.__.._..-.__..._.___._...__.._._.,.,_.._..__._.__._.ADD5%SHEAT10N0 v. Hammalnanapadngat amble bpPidae bond joab.And Moore shenbeemaubume.1ad FLOOR JOIST THE ARCHITECT IMMEDIATELY. = .5 WAGgwad.13 frmha on center Pm Bpurm below:Vallee and Ho4end NdDg for Panel ARedWnmd 2-16d COMMON NAILS,EACH STUD L pp 1.3 FRAMING CONNECTIONS OR TRUSS FLOOR JOIST I US O 21 G-Wel FOUNDATION eWhftambgaomlectlarm................._.CTama2)................,..........................._........ RIM BOARD OR TRUSS (J n.......... ® m n Foundation WWI.modng rapLmamera of 780 OUR 5404.1 -aasm®lens• RIM BOARD T W Q OmOete.........................................._....,.............................................................................. ® nuroor.rwwW ly a) . 7 Canarete Maaohry.........._........_..............................................._..........................._.._........_.................. 0 Aram DOUBLE TOP PLATE , y N OO L 23 ANCHORAGE TO FOUNDATION'W - c-•�T-_: DOUBLE TOP PLATE p(D CC rO L .. .. SIS•Maha Bob g;-go detl m5+81-.pdelry..... duel Mcnme seenalle..... onade only.-. .�, L-9 FRAMING DETAILS L-14 FOUNDATION DETAIL °�° W BattSpading-8enael.............1a.........................(Table4)......._.........._............._...,.......�48_T IN IL Batt Bps.cap Dom ard�Joimaf qab................._.........(Fp8)............................_....._6'Iasi'-1r ® LU� Batt Erna.dead-�omets...................._........_.........(Flg8).........._..............._._............._�L In.:7• ® I b A-1 1'=1'0' A-1 1/2°=1'0" Q m Q Batt EftdmWd-mas only.....__...........-........_.......-(Fig 5)...........__................_....._...._In.A 18' 0 O J Rau WWalea-.._.........__._..._._.-...-..._........-....._..(Fp5)._.........._......_.....__..........__23'x W x V.- ® I' SHEETROCK J Ll FLOORS I'' N LL Floxhemaples low. rndrotlrod._...._.-_.................(pm 780 CA9t ChaPtm 881......_........___......._..._ K Maxbnum Floor Opening Dimension.-.........-...................(Fig 8)._.._......................._......_.........6$ft.Ir O I„ Full Hdght Wol ShW.d FlmrOpenWe len then 2'7mm oanul Wetl(Fps).._................................... 0 I K M1e*-Ft-Jdd Bribed. I Suppvft Laaboannp Wath orShanw7tl...............(F'p7)....._...._........................._.._........gft ad ❑ _ 7 § 0 NAIL M axii mCand red Flan Johta O 6'O.C. Suppmtlng Loaclo emg Wane a Bheenadl................(Fig 8)......................._...............................9ft A 0 _i _ �.1. r�d AL SHEETROCK Flom Bradng d Endwdh..............._.........""_.................(Fg e)..................__.......-..................................1. M _�-_" _ EATHING Floor 9hatldrg Type....................__....................._.........(per 78g CMR ChaD1"88).................PLYWOOD ® Ed8'O.C.O Flag Bheehing Thklalm....._..............................._.........(per 780 CMR Chapter 68).....__.............-&irl. ® nµM� 6 MIL VAPOR BARRIER. OGE5 Floor BheetlNrg Feetedrl9................_.....,..........................Rome 2)....$d and�ine�e/]2-bfldtl M (- .r.Ef _ Iw¢eosa 4 mrroarnaameawaa'sor. MID-DEPTH.USE 6x6-W7.4-1A WWF O 4'SLAB 4'1W�� 8e0OsdpEenNedPaps r BOLSTERS A5 REO'D Laeddbbeermgwdh......._._._..........._.._...........-_.......(Fig lO and Table 5)......__.......___8.O_ft A10' ® VrBoW and H.Mecrdal NeilME V".W and Hodlmmnl Nally J- ;";;',".•�:�.: ''' 4'CONCRETE SLAB 'O.C. STRUCTURAL D SHEATHING Z 1 Nanloemaring welt....__..___.._.._.._..._____.......(Flg 10 and Table 6)..._...._._..__.._89'_R A W 81 :. .:,':. ' ✓:q':..'. W NrPend Arodlmen[ terPmtelAacmned s. +_•:Y?: 8d NAIL 0 12'O.C. We 80rd 8petlrg ......._._.........__.........__......._.......(Flg lO and Table S)__..__...__.�In.s24•oa ® - 2'RIGID INSULATION O Q Wetl Slay olheb ._..__..__....__.._..___._......__.......(Fpa7a8)..._.._.._-.._.........._...............a Ad 0 -- ------- Be NAIL O 6'O.C.o 8'COMPACTED GRAVEL ALL PANEL EDGES 42 Wood FIT SOIL OR ENGINEERED H-13 CORNER DETAIL � Z j O Walla Sande a• FILL TO FIRM BEARING Loedbareg walte.........._........_......_..._....__.......(Ted.6).................__..._........2L8-gft9in. ® {p /L Ne>L walla l...-_._.....-_...._.--........_.......-Tram.III_.............._....._._.....2LL•_Lft9b. 0 LGENERAL oo all A-1 Gem°Ens WWI etee6g 1.ALL WORK SHALL CONFORM TO THE 2009 IRC&W/MASSACHUSETTS STATE BUILDING Q O WSPAdI ble loon ou LO8bda....-..._................................_(Fp 10).........................._._..........._.._......._....)3 ❑ CODE 780 CMR REOU/REMENTS AND ITS APPLICABLE REFERENCED STANDARDS. H WBP Atlk Fee tangM-.._........__...._..._........_.........(Fp 11)......................................._ftaW/3 ❑ < � � H Oypawn Cefmg LTgh(CWSPnot.waill............._(Fp 11).............................-......._...........ft k MOW O 2.IT is THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY ALL EXISTING 2-10d NAILS and 2 x4 Cean-a Ward Show a SR all..fFp 117......................................_.._.................. 0 CONDITIONS AND D/MENSIONS AS THEY RELATE TO NEW CONSTRUCTION. REPORT TO 2x4 LATERAL BRACE e 1 a 3 caning hump at"®1S'epedlp cam.aAm 2 x 4 blmdnp®4 R aPem'p h as 7dm or came boye Ia THE ARCHI7ECT/ENGNEER ALL OBSERVATIONS AND ANY DISCREPANCIES BEFORE AT 8'-0'O.C. 0 Z Double Top Pleb PROCEED/NC WITH ANY WORK. TRUSS OR CEILING Spike Laglh ......................_..........._...................f 13 and Table B) -•.--••----•.••-••••-•_Le 3.SUBMIT SHOP DRAWNGS FOR APPROVAL(FOR ALL TRADES INDICATED HEREIN). GYPSUM BOARD JOISTS W O W Q Stake Con.*.(h..&1SdoanrKvt.1W_._.........(Table 6)........._......................_........_....._.......12 SI lL.DESIGN LOADS-RF 71AL 1&2 FAMILY, 1x3 FURRING A{1:C OuWem Woad Construedon nil H{qA ii'hrddnGr:IlBmph R3NdZone ' �C00R`/VE""DS G-9 CONCRETE SLAB DETAIL GABLE END TRUSS Z (� _ ATTICS W/MOUT STORAGE 70 PSF A-1 1/2'=1'O' a /W� G Massachusetts Checklist for Compliance(Tag cirls.5"L IV ATTICS WITH STORAGE 20 PSF O CC L..dbaaMp Wag Comre.dpu HABITABLE AMC&BEDROOMS 3O PSF 5d COOLER EXTERIOR STUDS O Laurel(no.d led coevan ndle)..-........_..................(Tema 7).............,...........-._..._............. ® ALL OTHER AREAS 40 PSF NAILS O 10'O.C. lTA NaHaatlbaMg WWI CarrreaPons 'Y'8 �a 1_ Lalerd(ne,oI 180 ammm�roAl.)............................(Tome 8).._............,.....................................�j M 2.GROUND SNOW L040 .TO PSF 2x4 BLOCK NAILED TO EACH BRACE IN 20-BdUGE S EACH Lead Baring Wall OPamOe(mcPrd 16MM opening but duck all PpadrV for oompmw to Table 9) FIRST JOIST SPACE W/4-1LS NAILS LJL pee ..._.(rebb 9)..................................._.-.5ftl In.511, M J.ROOF LIVE Lf110 30 PSF 10d NAILS O 12'O.C. END OF STRAP. Head.ot ............._...__......_................._. FIII P1ete Spm ............._.e)....-..........._.............(Tame 9)..................................._.._all.]JD.All,4 FWIHdeUng Wagnudehxhranor..._._.......aper... butdeck...11op........._..................._........Tables M 4.WIND LOAD V=ILO MPH,EXPOSURE B. Sd COOLER Nan-Load SeeMp Wag Opmdry7e(rasd h7pe.t openhg but deck all apamce far aompeenme7eble c) NAILS O_ , Heemspoa-....................._...................................(Tame 9)........................_........._.. sd0M.s12' 0 DOUBLE TOP PLATE p lIl.CONCRETE PWSal Pleb SPaM................_.........................................(Tame 9).......................................e III Irt..17 ® � Bd NAILS O 12.O.C. F REOUT Fen WI Shoothiq t.oedude)................She.................(Tema B)...................._.......................................2 ® 1.ALL CONCRETE WORK SHALL CONFORM TO N 31T AND 3O CONCRETE EM 77NG, eeaMlnlmm tAcIng bRslon,-taMSheer8lmulteaoJey' THIS SHALL INCLUDE CURING PROCEDURES OF CONCRETE MIX,CONCRETE TESTING,PLACEMENT Ed NAILS G 6.O.C. F-13 CEILING DETAIL Minimum BWdrg Dhnerrebn.W OF CONCRETE,AND CUR/NC PROCEDURES Nommd HelpddTegae,Omme ...............--_..-......_....._......._.._...__...._..__88.}B'S• ..® 2.CONCRETE SHALL HAVE THE FOLLOWING 28 DAY COMPRESSIVE STRENGTH: A_1 --------_d-------ADO 5%SHEATHINGa)FOOTINGS&FOUND. WALLS BELOW GRADE_3000 PSI Bhsehing type..._......................................_.(rue d)................................_....._......PLYWOOD ® b)SLABS 4000 PSI Edo.Nag6paWg_...._....._............._...........(Tains lOarmu 4 nlm)..._...___..........�In. ® )ALL OTHER CONCRETE 4000 PSI . Field Hal Spacing...............................__...._.Table 10J........_........_._....._............,_...._�Z In. She Come.9el(no.dlBtl eortmsr.roN)CTeme lOk ........................... __...._........_.4U M J.PROVIDE TOTAL AIR fN7RA/NMfNT OF 6%(f)FOR ALL CONCRETE EXPOSED TO WEATHER. 1800 CAPACITY (3 2x10'S W PLYWOOD SPACER Peread Fen7ld�e ShmhI9..._....._...........(Table 1%........_................._..._.._...._....._}1_% M 4.MAXIMUM WA7ER/CEMENT RA 770- W/C=0.45. (PROVIDE A HIGH-RANGE WATER ) /J E 5%Additional Mornurnr Shcdmg pm�lRanging fbrw gwlh Opening>BY(Deeign Cona�te)............_..__ IS REDUCING ADMIXTURE AS REOU/RED TO INCREASE WORKABILITY OF THE CONCRETE) HOEDOWNS(SILL BOLTS AS TYPICAL HEADER E Nommd HelgddTlawn.openmc'........................................................................5'8's S8' .M 5.CONCRETE REINFORCING SHALL BE/N ACCORDANCE WITH ASTW A615 AND HAVE THE NOT SHOWN FOR CLARITY) DOUBLE TOP PLATE ............._........_.__......................._.ADD.%SHEATI9N0 FOLLOWING MINIMUM 17ELD STRENGTH: PLATE UPUFT ShmhhOTWe..............................................(nee 4)...............................................PLYWOOD ® o)MAIN REINFORCING STEEL 60 KS/ STRAPS AT DOORS Edge Ned Bpadnc........................................(Tams 11 ar cal.4 8 bak... ............. In. ® b) STRAPS&STIRRUPS 40 KS/ AND WINDOW HEADERS Fred Map Spool..._....................................(Toms lt).....,.,.............................................]21a Ill Shear Comx6on(nooil8deourmohaU)(Temell).......................................................M ® 6.WELDED W)RE FABRIC SHALL BE/N ACCORDANCE WITH ASiM AiBS. Paded Ful-HdpdSheathing.......................(Tame 11)................_..................................aq% ® Z UNLESS N07ED OTHERWISE,PROVIDE THE FOLLOWING M/N/MUM REINFORCING COVER: 8%Addptonal&readrg for Wag whih Opening>SIT(Dalgn Conaph).._............._.. 0 a)F0077NGS 3INCHES HEADER UPLIFT STRAP Wall pedtllnp ® b)CONC EXPOSED TO WEATHER OR EARTH_2 INCHES N D Rated forWmd Speed7...................._......_............................................................................._............._. a SLABS ON GRADE WWF( ) (SEE TYPICAL DETAILS) J D &I ROOFS B MAX/MUM CONCRETE WALL LENGTHS BETWEEN CONSTRUCTION JOINTS SHALL BE 60 FEET. PROPOSED FLOOR Bd NAILS 0 12'O.C. FULL HEIGHT STUDS Y Rodfrwning marrlbel apse dedud?........_.._......_.(Far Rarb.we AWC Span Tool,m Sam Wabdb) 0 9.REINFORCING LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI-318-95 FOR TENS/ON FRAMING 'TACK SCUDS AT EACH END OF HEADER: U Roof Overhang......................_„"""................(ft=19)...._........12Jg,swr"Wf2'a V3 ® CAP SPLICES CLASS B,UNLESS NOTED OTHERWISE. HORIZONTAL REINFORCING/N Sd NNLS 0 4'O.C. HEADER UPLIFT� 2 FOR HEADER SPANS UP TO 4'WIDE; _ Truce or Reftar Lary Canned- dLoedbearirg Walla 3 FOR HEARDER SPANS UP TO 8'WIDE; U PER/METER WALLS SHALL BE LAPPED 24'HE MUM. Proprietary Comedara ID 114 DIAGONAL LET-IN BRACE 4 FOR HEADER SPAN UP TO 10'WIDE LAbU..._................................_...._.(Tame u).............................................L=-Mpn 0 PROVIDE CORNER BARS AT ALL WALL CORNERS&INTERSECTIONS MATCHING HORIZONTALOR laiadl.........................................„.(Tea 12).............................................S--=Oat ® REINFORCEMENT WITH 2'-6"MINIMUM LAPS. APPROVED METAL STRAP LLI 8hean...._......................................_g(Table 12)e,21..(Ta.....13)....._......................_S•._@ pg on IV.FOUNDATIONS � MAY BE USED AS AN 20 GA STRAP WINDOW SILL PLATE 0. UJI Ridge Soap Outloo er 8othertlesalladperPalls21...(Tcab13)....................arevi,.._T-2 ar DB ® ATTACH TO STUDS d _j Oehla Rake Ou600kar............................_........... I ua Za.........,. 1.THE GENERAL CONTRACTOR SHALL B£RESPONSIBLE FOR CONTACTING"DIG SAFE"AS ALTERNATNE. Ap(n J (Fg ) ];;,f77>Rs emdlWrd7or L/1 ❑ AT 32'O.C. C C Trull orRdler Cgnnednowen, n•Lcadbadng Wdh WELL G ALL APPROPRIATE AGENCIES AND START OF ST 70 AVOID DAMAGE TO O 0 a Pmprialery Cennmlea UNDERGROUND UTILITIES PRIOR TO THE START OF ANY S/IF WORK. Z U ................................................ amW 14.........................................Ile -O OIft T 41Z @ ® 2.BOTTOMS OF ALL FOOTINGS SHALL BE 4 0 M/N/MUM BELOW FINISH GRADE. $ 000 CAPACITY 1i HARDWOOD 3 Z 0 laeRl(nadlstl a0nmon oath)...Table l4;......................... ...........L=1ggJb, ® J.FOOTINGS SHALL BE STEPPED AT A MAX/MUM SLOPE OF 2 HORIZONTAL TO 1 VERTICAL, HOEDOWNS(SILL BOLTS FLOOR 2x6 PT BOTTOM PLATES ' ' Roof Shearing Type...................................................(per 780 CMR Chaplare 68 and 89)............PLYWOOD M UNLESS NOTED OTHERWISE (SEE 71P/CAL DETAILS) NOT SHOWN FOR CLARITY) PROJECT N0: 90J Rant Sheering ThkJelm............................................ in.a7/18•VVBP..........._........-..................... M Rod Sharing Fastening................_..........................(Table 2)..........................g0.4•e00E.4•cleLe M 4.ALL FOUND. WALLS SHALL BE BACKFXLED AFTER 28 DAYS OF CONCRETE PLACEMENT. t'TkG CAD FILE NYANNIS (THIS TIME MAY BE REDUCED/F A HIGH EARLY STRENGTH CONCRETE/S SUBSTITUTED PLYWOOD DRAWN BY: YE NOTES: PER APPROVAL OF THE ARCHl7ECT/ENG/NEER, OR IF THE WALL/S ADEOUA7ELY BRACED) SHEATHING RIM BOARD SCALE: pG NOTm 1.IF THE MASSACHUSETTS CHECKLIST FOR COMPLIANCE(2009 IRC W/MASS AMMENDMENTS R301.2.1.1)IS MET IN DURING BACKFILL OPERA BONS OF ALL FOUNDATION WALLS, THE FILL ON EITHER SIDE ITS ENTIRETY,EXCLUDING THE SPECIFIC EXCEPTION NOTED IN 2,TO COMPLY WITH THE REQUIREMENTS OF 2009 IRC OF THE WALL SHALL NOT EXCEED A 2'-0-DIFFERENTIAL,UNLESS THE WALL IS DESIGNED B W MASS AMMENDEMENTS R301.2.1.1 FEM7.IF THE CHECKUST IS MET IN ITS ENTIRETY THEN THE FOLLOWING METAL DATE APPoL 22,2015 B REV: FOR RETAIN/TUG AC770N. STRAPS AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM 110MPH GUIDE 5.FOR PENETRATIONS THROUGH CONCRETE FOUNDATION WALLS REINFORCE A STEEL STRIPS PER DETAIL E-9/A-1 WALL AROUND PER/METER w/(4)-,f5 BARS EACH FACE/N A DIAGONAL PATTERN B.20 GAGE STRAPS PER DETAIL E-13/A-1 EXTENDING 2'-6"BEYOND OPENING TYPICAL. DRAWING NO.: C.UPUFT STRAPS PER DETAIL L-9/A-1 EXISTING FLOOR FLOOR FRAMING D.ALL STRAPS IN DETAIL A-9/A-1 FRAMING E CORNER STUD HOLD DOWNS PER DETAIL E-9/A-1 - - _ 2.EXCEPTION:OPENING HEIGHTS OF UP TO 8FT.SHALL BE PERMITTED WHEN 5%IS ADDED TO THE PERCENT EXISTING CMU WALL A FULL-HEIGHT SHEATHING REQUIREMENTS.RIOR Am 1. A 3.THE BOTTOM SILL PLATE IN EXTERIOR WALLS SHALL BE A MINIMUM 21N.NOMINAL THICKNESS PRESSURE A-� TREATED#2-GRADE. 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EQUAL TO KOMA ----- 3'ICE&WATER SHIELD T&G PLYWOOD SHEATHING. 3'ICE&WATER SHIELD AT ALL EDGES&VALLEYS. iP 4'ALUMINUM GUTTER AT A11 EDGES&VALLEYS. I 12 I W/DOWNSPOUTS 1%8 PVC FASC6A 6� — BOARD EQUAL TO — M KOMA 4'ALUMINUM UDOWNSPO GUTTER 1X8 PVC FASCIA BOAfDI EQUAL TO KOMA U C M TOP PLATE ._ ._._____.__._._._.-.—._ ____ 1'OVERHANG B'O.H. cm S 1'O.H. --' 8'O.H. µ{1J1 VENTED SOFFIT EXTERIOR WALLS: C 4'ALUMINUM GUTTER - - VENTED SOFFIT }'EXTERIOR GRADE PLYWOOD VENTED SOFFIT L O y W/DOWNSPOUTS _ —_- - - 1%10 PVC FREEZE BOARD 30YR ARCHITECTURAL SHINGLES, EQUAL TO KOMA .I W/AIR BARRIER SIMILAR TO O O •.... - 1X10 PVC FREEZE BOARD EQUAL 'TVEK' 15#FELT ROOFING PAPER, y /p VENTED SOFFR - -- TO KOI.N i%4 PVC TRIM AROUND ALL 7 m 1X10 PVC FREEZE - A - ........ - A _ DECORATIVE VINYL m WINDOWS&DOORS TYP. W/R 2 TIN O.C. NEW NNri SIDING 3� E PLYWOOD SHEATHING. 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KOMA ® _ i%6 PVC CORNER BOARD EQUAL K - — EXTERIOR WALLS CO OVER OVER oRATivE CP.LTU.6X6 70 KOMA K }'EXTERIOR GRADE PLYWOOD POST. p- A - q A. - EXISTING STAIRS W/AIR BARRIER SIMILAR TO T'VEK', 2X6'S O 16'O.C. 4'CONCRETE PAD W/R-21 INSULATION, EXISTING FIRST FLOOR }'GYP'BD. - EXISTING FIRST FLOOR W/YMIL VAPOR BARRIER. _ GRADE GRADE _2=F RRADF —EXISTING DECK FRAMING— I I I DECORATIVE COLUMNS I I I •may _ ' J I I I I COVER OVER P.T.6X6 POST.! 12'CONC.FlL1FI1—t 13 I - 4c pl, EX Q J 12'CONC.FILLED I SONOTUBE A,PIER. I / NEW(2)PT 2X12 BEAM SONOTUBE 15 PIER. 4'CONCRETE BOTTOM O 48'BELOW Lp6 _ 1 1 1 •i I BOTTOM O 46'BELOW I < I I PAD I GRADE,TYPICAL I< I RETAINING Pf 6z6 POST W/ LJJ GRADE,TYPICAL L J L J I L J I ,HALL - SIMPSON POST Z L EXISTING FOUNDATIONS I I Y BASE,TYPICAL O L r BELOW GRADE I I EXISTING FOUNDATIONS r Z /r LL, `. EXISTING BASEMENT FLOOR I EXISTING BASEMEN BELOW GRADE FLOOR I L 1 x 1 r —=— -----=-- —=----------- � r -------------------------� r_ LJJ LI-I ------------------------------------J L Z > H L 27'-3't EXISTING DIMENSION ------------T�------------� '�12'CONC.FILLED i Q {y 25'-1 i EXISTING DIMENSION I SONOTUBE AS PIER. 24'x24`X12'CONC FOOTING Q O ') H i BOTTOM TO 48'BELOW �W/3/5 REH4R5 EACH (/) L------J—J GRADE.TYPICAL L-J WAY,TYP < = Z H-1 PROPOSED EAST ELEVATION H-8 PROPOSED NORTH ELEVATION p j Z Z A-4 1/a°=T,-0. A-4 1/a"=1'-0° W/�VJ UJ Q A-1 O > G 4' A-6 O 1 x 1 W L G N ONRNUOUS RIDGE VENT 4•ROOF TOP '^ r _,---CONTINUOUS RIDGE VEN ROOF T P '�` 'r V J JOYR ARCHffECNRAL SHINGLES, //� IX4 PVC FASCIA BOARD LE END VENT 15/FELT ROOFING PAPER, VJ EQUAL TO KONA }'T&G PLYWOOD SHEATHING. 30YR ARCHITECTURAL SHINGLES, Nr A 3'ICE&WATER SHIELD 15l FELT ROOFING PAPER, L^^L 1 1X6 PVC FREEZE BOARD AT ALL EDGES&VALLEYS. ;'T&G PLYWOOD SHEATHING. I..L EQUAL TO KOMA -_.. 3'ICE&WATER SHIELD 12 PVC FREEZE BOARD AT ALL EDGES&VALLEYS. 6 EQUAL F 1%8 PVC FASCIA EQUAL TO KOMA 4'ALUMINUM GUTTER F BOARD EQUAL TO W/DOWNSPOUTS KOMA 4'ALUMINUM GUTTER 41110 W/DOWNSPOUTS 1X8 PVC FASCIA BOARD UP PLATE EQUAL TO KOMA i'O.H. I OVERHANG 8'O.H. 8.O.H. 4'ALUMINUM GUTTER VFMED SOFFIT VENTED SOFFIT W/DOWNSPOUTS iffil±Hl30YR ARCNTECTURAL SHINGLES, 30YR ARCHITECTURAL SHINGLES, 1X6 PVC CORNER BOARD EQUAL 15g FELT ROOFING PAPER, _ 15�FELT ROOFING PAPER, 1X10 PVC FREEZE TO KOMA E E •m VENED SOFFIT }'T&G PLYWOOD SHEATHING. Z'T&G PLYWOOD SHEATHING. BOARD EQUAL TO Z Z 1X10 PVC FREEZE A A A A 3'ICE&WATER SHIELD 3'ICE&WATER SHIELD KOMA A A Z Z 0 0 BOARD EQUAL TO AT ALL EDGES&VALLEYS. AT ALL EDGES&VALLEYS. 30YR ARCHITECTURAL SHINGIb, O F f- KOMA 12 4p _ 150 FELT ROOFING PAPER, I- j 4 Q¢LLl _— 4'ALUMINUM GUTTER }'T&G PLYWOOD SHEATHING. J PROPOSED SECOND FLOOR W/DOWNSPOUTS PROPOSED SECOND FLOOR -gym 3'ICE&WATER SHIELD J J W W ____—_—__ ........ ..... _____ _........ __..... ........ AT ALL EDGES&VALLEYS. W W 2= ......... VO.H. I D 1X6 PVC CORNER VEND SOFFIT EXTERIOR WALLS: 6'O.H. QQ W 0 O BOARD EQUAL TO 1X4 PVC TRIM iBXOPRO EQU�ARLNTO }'EXTERIOR GRADE PLYWOOD W?�Z O D KOMA ® AROUND ALL ® ® 1%10 PVC FREEZE 80ARD KOMA ® W/AIR BARRIER SIMILAR TO ❑O O O WINDOWS& '— EOUPL TO KOMA ® ® 71YM• 4'ALUMINUM GUTTER W W W W DOORS TYP. W/DOWNSPOUTS (n(A(A Rn 1%6 PVC CORNER BOARD 1%4 PVC TRIM 2X6'S O 16'O.C. 00 00 EQUAL TO KOMA AROUND ALL W/R-21 INSULATION, CL d OL 1 A A p� q DECORATIVE COLUMNS WINDOWS& A .A }'GYP.BD. 0000 NEW WNri SIDING DOORS IYP. W/6MIL VAPOR HARRIER. POOR OVER P.T.6X6 LL LL LL LL aaaa EXISTING FIRST FLOOR EXISTING FIRST FLOOR 4•CONCRETE PAD pRQIECT'HQ.' 903 NIS FROM OF THE HOUSE) EXISTING DECK FRAMING— —EXISTING DECK FRAMING— GRADE CAD FILE.,_r 2: >. 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RENOVATION AT 209 BEDFORD STREET-SUITE 204 1 0 FALL RIVER,MASSACHUSETTS 02720 71 SEVENTH AVENUE � tel:508.674.7600 N WEST HYANNISPORT, MA 508.674.7603 D m A O f•1 � n S � JC � C Z -n D -n V f V J 1 1 j f 4 TI A A DECK OU RINE ' ___- I m m _ ;x po�Npg4�-4o 2 _ N m � oms� =$ EA �8 =0mo � N m T mm a D ...........Cn �a-...... �Epm r� A>gm DECK o •� 0 0 Cj OUTLINEI Z moz� a=�gm �'€ a z O a m €sma mm �o� oN O oo�m O �-_ o� m o m O (o i= D p W z -n o o ) m v m ! z m O m �_...- 0 0 t o 000 0 O O 4 p ol:cK Duairvr N 0 0 8 AO mo Z -n D 1TT 1 VI m J T � V A TI IJ pL7 b � � m 0 :10 _... -n - - o z a 0 --- i m ° m m f m _.............. 0 -� z li z s o -nD 1 J J TJ � V A TI , 0 b � O (n Z ® -- ---_) m fn m n � O —� z v m m m ' — 0 O — z 0 — N Z z $ -PRLAONOSED BASEMENT FIRE PROTECTION PROPOSED ADDITION & F -PROPOSED FIRST FLOOR FIRE PROTECTION Jo Ann Bentley%rchitect Inc. o p s PLAN RENOVATION AT 2osBEDFORD STREET—SUITE 2oa PROPOSED SECOND FLOOR FIRE 71 SEVENTH AVENUE FALL RIVER,MASSACHUSE I'S02720 J PROTECTION PLAN FIRE PROTECTION LEGEND AND NOTES , te1:508 WEST HYANNISPORT MA 0 fax:508.674.7674.7603