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HomeMy WebLinkAbout0080 WACHUSETT AVENUE - Health 80 WACHU ETT AVE., HYANNIS-1,ORT A=287-083 f a i II . I _J TOWN OF BARNSTABLE LOCATION SEWAGE# VILLAGE_ � �.tt( �u� -ASSESSOR'S MAP&PARCEL 49-7 O�� INSTALLER'S NAME&PHONE NO. _L;�,. C. 1 . ,<697 -7 7 l—4 Z9!q! SEPTIC TANK CAPACITY �cSO LEACHING FACILITY: (type) (size)1. 4,k AX- )-JN-, NO.OF BEDROOMS (O Sid OWNERS PERMIT DATE: c) 10 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 4- S Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) ALA-- Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY C! c� R 19 f 0, OA D �•Ge l o;go✓ �� �•niv `✓ Fee-------- -------- BOARD OF HEALTH TOWN OF BARNSTABLE Ztpplirat ion,forVell Congtrurt ion Permit Application is hereby made for a permit to Construct (✓), Alter ( ), or Repair ( )an individual Well at: Location - Address Assessors Map and Parcel IpR _ ------------ __— _—____—_- - ---------- Owner Address 1-6 ----------------------------------- - ------------ Installer - Driller Address Type of Building Dwelling ------ Other - Type of Building—=----------___-_ No. of Persons-----------------_—_______._____ Type of Well C&�a kQd �. L Ca acit Purpose of Well-JILL LI-1--- Agreement: Z)6.P Ol e- The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Priva a Well Protection Regulation — The undersigned further agrees not to place the well in operation until rtific to.of Compliance has been issued by the Board of Health. Sig ^___ -___-_--__-_ _ 6�2 date Application Approved By -- —_____—_____—_— —------ --- date Application Disapproved for the following reasons: -------------------------_________�__—__�_______ date Permit Now 1:�o N1 — ® I© Issued---- -- 1-- ------ ------__ __--------------- date -------- - ----- ----------- - - - -------- ----------------------- - -- -- ------- ------- -- -----1 e? t) 2 BOARD OF HEALTH mks /�02Dzi�-cL TOWN OF BARNSTABLE Certifitate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed (✓), Altered ( ), or Repaired ( ) byE�L1B8 _��1� s - -- --- —-- -- -- ----_------ �y / `� Installer Ad&hs ---- ----------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE---------- -- Inspector------------_-----___-__ a No. - Fee-------------------- BOARD OF HEALTH ==' `OWN OF BARNSTAB LE 'App[icat ion for Well ConfitructionPermit Application is hereby made for a permit to Construct (✓), Alter ( ), or Repair ( )an individual Well at: Location — Address — Assessors Map and Parcel — �J Owner Address --- ---------- ------------------------ ------------------- Installer — Driller Address Type of Building Dwelling--_z-------- Other - Type of Building-=-----.-----__ No. of Persons--- -----------_ Type of Well Purpose of Well-He.4?ice _ Agreement: Ole- The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Priva a Well Protection Regulation - The undersigned further agrees not to place the well in operation until rtific to.of Compliance has been issued by the Board of Health.111 Sig ed date Application Approved By -----____-- date Application Disapproved for the following reasons: ,6 date :. Permit No d_ I© — — -- Issued---- -�-1`------------------ - e, date �, �� C BOARD OF HEALTH /T inA TOWN OF BARNSTABLE ' s �i/�o2aziS �L Certifirate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed V✓ Altered ( ), or Repaired ( ) E aj C Ins alley — --— —__— —_—__ —-- atAJ ��VS � rC rJ.t IS has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No.O--P?U�L(2---Dated -- A THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--_-- - — -- --- Inspector------- - BOARD OF HEALTH TOWN OF BARNSTABLE Well Congtruct ion Permit No. ,1�---� -_—_ Fee- Permission is hereby granted � 'r"- �� '"�" -_j to Construct (l Alter ( ), or Repair ( ) an Individual Well at: . ; ,.LSD ' �✓ �, ------------------ Street as shown on the application for a Well Construction Permit L No.- y___� 1 41 ---__- Dated— --_(�— -— _- ----- --- l �l DAT E Board of Health ---.��.._____— �11Ae i�oz® z�9 - CZ A SHING TO N A VENUE TOWN WAY 45 FEET WIDE as W ------ 4 ve F.1 {. C t �. .......... 7.7— cn,�VR70 POP, 1A Wl', R fqcr, 45. jklo ..................------------------ r,M No. Q f U r U S Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABL(E, MASSACHUSETTS Yes Application for Migool *pgtem Cow5tructiou Permit Application for a Permit to Construct�() Repair( ) Upgrade( ) Abandon( ) X1 Complete System ❑Individual Components Location Address or Lot No. 80 L0r c_Q-�e,0 A— Owner's Name,Address,and Tel.No. i-cj—ilt-s �-r A�►r s. 1-ta_jdc+A Assessor's Map/Parcel M- .Z$? PG��1 693 Zo �Z-.ru,i,�p igj1 U)e_st QLW4--"1 (hA" d2`CGS Installe 's Name,Add s,and T_e1I.No. Q'r y��j q Designer's Name,Address and Tel.No. 508—77/ i�1 f ICJ` J P"k-, A, U,(s P,E. •��c�lc� N�G Type of Building: Dwelling No.of Bedrooms 5't,,tA, Lot Size 2c),0oo sq.ft. Garbage Grinder We) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -7-7n gpd Design flow provided g d Plan Date -71 fr/Zclto Number of sheets }�,a Revision Date 7/lg/ZOO© 0 l�0 Title SGVItYG SS�pc,, Pla n-,C11 rih`lor —r.d ��irri�) �,f0 , Size of Septic Tank �— Type of S.A.S. I-r ..,� L%2a.a+Yxrr (s��` l �' 1 / 11�2.1lo �1 Description of Soil fans en ,n irns P K t/!1i•un m N Nature of Repairs or Alterations(Answer when applicable) I C /,l e- /1la Aw o 0 Date last inspected: rn tom. Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in N accordance with the provisions of Title 5 of th nvironmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board a Signed Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. 2(5(0 El Date Issued ro d No U U v J - FiA ° r �. "' 1 - Fee ; a" �' r• '� Entered�n�com uter THE COMMONWEALTH OF MASSACHUSETTS p = = PUBLIC EALTH DIVISION -.TOWNOF BARNSTABLiE „MASSACHUSETTS rt \ZIPPiication for 31�-5poga[ *pfte.m.Corgi.5truction Permit Application for a Permit to Construct 1Xp • Repair( ) Upgrade( ) Abandon( j:" 0 Complete System ❑Individual Components Location Addressor Lot No. W (d)a a k.us¢'N Ate" Owner's Name,-Address,and Tel.No. lir-,,,nux Fbi-t, Andrew S. "tLja(ch Assessor's Map/Parcel Mr- 2 e;7 V&r,e 1 o®3 ZO Wj j lac s h Ne a+—I� AA CZ V 4S Installer's Name,Addre s,and Tel.No. Designer's Name,AIddress and Tel.No. .5"Oi!-77/—7S0?' er¢/3 old-mil 1 ` ��S'S � 5'Fq phc n°a„�:.>;I�v►►, f�,�. �r,�c•1cr Nit 79 Nor+tA H mints YnA Ozcv0 Type of Building: t Dwelling No.of Bedrooms S rVeti Lot Size ?C) t900 s'q. ft. Garbage Grinder W.) Other Type of Building No.of Persons f Showers( ) Cafeteria( ) Other Fixtures a 1 ` Design Flow(min:,required) e.,. gpd 14esigri flow�pr'o'vided� 034 d g Plan Date Number of sheets o Revision Date. o ,;<va Z Z of o � 0 y�/ Title P1 a n 0 u J� , ', t/ E lid Size of Septic Tank Type of .A S: e c h.i,� (6l�n+ crs (�"��' �' ^' ►-F 1' �2 i Descri tion of Soil n o a s _ P rj��. soy/ /oas .., lan5 Ao dip t I. w N Natdre of Repairs or Alterations(Answer when applicable) �i //u w � a ` } Date last inspected: �kDa o ' } Agreement: 41 The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in" a accordance with the provisions of Title 5 oX- ea4b nvironmental Code and not to place the system in operation until a Certificate of '{9N Compliance has been issued by this Boardu Signed - Date Application Approved by o Date /U ' '/o Application Disapproved by: Date for the following reasons :.- } Xt t LtPermit No.. G(D U Date lssued /U' S THE COMMONWEALTH OF MASSACHUSETTS f BARNSTABLE, MASSACHUSETTS Y lt/,/ ltpo"S /0- Certificate of ComoYiance'� THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (X ) Repaired "( ) Upgraded73 ( ) Abandoned( '')byG at $p Wacwam iF Agzr Ij n, twrf has been constructed in accordance with the provisio t ns of Title 5 and the for Disposal System Construction Permit No. �)J t o - ( V dated Installer ! Designer :5 mmj an /1 ,J11%&, #bedrooms s a/ g�t/��, ApprovedT11 flow gpd The issuance of Tis pirmit shall not be construed as a guarantee that the systemctip as desig �Date { Inspector �� v 1, (� ;r No. 1��1)i 7� .S � w Fee _ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mi5pool 6p5tem Confstruction Permit Permission is hereby granted to Construct ( )c ) Repair ( ) Upgrade ( ) Abandon ( ) S stem located at !, Y �n 41�c vJs�� /4� /'lyunnls ti�ort 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. Provided: Construction must be completed within three years ti`f the date of this p. it. Date kL -/0 Approved by }r� i Town of Barnstable Regulatory Services Thomas F. Geiler,Director x * MAS&L& ' Public Health Division Q �. .639. a � Thomas McKean,Director fD Mpl 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: V// 2a/t Sewage Permit# Zo i o-zloS Assessor's Map/Parcel 2 ag 3 Installer&Designer Certification Form Designer: Sk-,-okc., A . U3, (s m Pc Installer: 13or•!,o l e{f; Ce/n.s4-. Address: f3 2, -, "!j, Address: t?o. ► ar- 7 0 N. On IoI6 Zoo a 4,,J e,N; Ccv s f. was issued a permit to install a (date) (installer) septic system at 60 WGL C6S-elff ArV- , H 4 uh„15 .?,ri based on a design drawn by (address C*Coh t A. LA Ism P.15. dated 12/mlz o lei �- (designer) x I certify that the septic system referenced above was installed substantially,"according to the design, which may include minor approved changes such as lateral relocation of the ? distribution box and/or septic tank. Stripout (if required) was inspected and the soils w_ were found satisfactory. „ =- I certify that the septic system referenced above was installed with major changes greater than 10' lateral relocation of the SAS or any vertical relocation of any componentnn of the septic system) but in accordance with State & Local Regulations. Plan revision.or certifie s-built by designer to follow. Stripout (if requir nspected and the s s w o d satisfactory. .��pF�,q�� STEPHEN ALLYN . (Installer's Signature) o WpL$O.N CA N©.•30216 , .09�GbSTE4� '� ( esigner s Signature) (Affix p Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU.gAoffice formsWesignercertification form.doc (�00O -O3o i 02 TOWN OF BARNSTABLE >' LOCATION SEWAGB # If f VILLAGE /D ASSESSOR'S MAP LOT Z 1 n I . INSTALLER'S NAME 6z PHONE NO." A & B QNCO 775-6264' SEPTIC TANK CAPACITY p?Q�� ®�,AC/U>'l } LEACHING PAC ILITY:(type)z/A go legcll e! 44g wsize) $x%S733 X.2 NO. OF BEDROOMS' PRIVATE WELL PUBLIC_:WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: /Z 6—�O ^' No VARIANCE GRANTED: Yes �� , `� 't �~T �\ .. d �_ 5� . ��� .�' o S�+ � �' � - :< .. . � �: ._ _ . . . Y �-� . ®. . 3• o � - No. j / Fee Aldvll�v THE COMMONWEALTH OF MASS HUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 'V Z(Pprication for Migoar *pgtem Con5truction permit Application is hereby made for a Permit to Construct( )or Repair(g)an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. 8 6 0—6 7 7—9 2 2 7 Assessor'sMa00 Wachusett Avenue Gerald H. Doherty g, 41 Resevior Rd. , Farmington, CT 0 032 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 55 0 8—9 4 5—3 9 6 5 �t 3 r'�1VG o // '' Eldredge, Quigley & Clark s6GC�'7 �j� W, 1038 Main ST. , Chatham, MA 02633 Type of Building: Dwelling No.of Bedrooms 5 Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 550 gallons per day. Calculated daily flow 566 gallons. Plan Date 09—29—98 Number of sheets 1 Revision Date Title SPwagP ni Snnna 1 Sysfpm Plan Description of Soil see plan and Town of Barnstable Soil Suitability Assessment for Sewage Disposal Nature of Repairs or Alterations(Answer when applicable) 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 Enviro ental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Bo d off eal Signed Date Application Approved by Date r` Application Disapproved for the following reasons Permit No. '° Date Issued ni Yt"` +P•.,* wI�S ` a titi 'r6e'" '�wy'.r`,N++1�4 , u-;J�'e'�.5'r4Nr ti�" rYo' Fee - b.- THE COMMONWEALTH OF MASS HUSETTS j cttw PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MAS.SACHUSETTS. ZippYica�tion for 30igpo�al 6potern Con-5tructiott Permit f 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. $60—('��]= . u. �{ Gerald H. `4'Dohert � l�achusett Avenue y Assessor's Map/Parcel 1 ` 41 Regevioir Rd. , ,Farmingtdn CIT 032 Installer's Name,Address,,and Tel'.No. Designer's Name,Address and Tel.No. 508—945— 9C5 IL'), // Edldredge, Quigley & Clark ;,I �� Ala, 1038 Main ST. ,. Chatham, "MA 02633 � Type of Building: Dwelling No.of Bedrooms, 5 Garbage Grinder( ) Other Type of Building No.of Persons Showers( ).Cafeteria( ) 4 Other Fixtures - Design Flow 550 gallons per day. Calculated daily flow 566 gallons.: ' 'Plan Date 09-29-98 Number of sheets i Revision Date Title Sewage tn9 Q osta Ryntem P1 an Description of Soil see LDlan and Town of Barnstable Soil Suitability, ' Assessment for Sewage DispQsal A. 51 Nature of Repairs or Alterations(Answer when applicable) ' Date last inspected: i Agreement: . I .- The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system 'in accordance with,the provisions of Title 5 of the Enviro ental Code and not to.place the system in operation until a Certifi- cate of Compliance has been issued by this Bo d o'lea x Signed Dater Application Approved by `'---Application`Disapproved,-for`the`follo`wing reasons s4 - • - 6 Permit.No. "` Date Issued �4 "- . I s THE COMMONWEALTH OF MASSACHUSETT$ BARNSTABLE, MASSACHUSETTS r; s Certificate of compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( �r repaired/replaced( )on by. staller at r�' /l _P L�� as b en constru d m'accor " e with the provisions of Title 5 and the for Disposal System Constructi• Permit No dad "'"' Date Inspector Z` THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS.A GUARANTEE THAT THE SYS- TEM WILL FUNCTION SATISFACTORY. No. J "^ / Fee THE COMMONWEALTH OF MASSACHUSETTS' PUBLIC HEALTH DIVISION . BARNSTABLE., MASSACHUSETTS 1wi�Po0ar 6potem Construction Permit' Permission is hereby granted to to construct kTrepair( )an On-site Sewage System located at No.# ►r '� f Street c� and as described in the above Application for Disposal System Construction Permit.' * "� No. Date r The applicant recognizes his/her duty.to comply with Title'5 and the following local provisions or special conditions. � All construction must be completed within three years of the date below. r` . r ff ,ergs Date: �f`''" `" � Approved y "Board of Health u ,. { TOWN OF BARNSTABLE LOCATION ITy GUC��i,SG A�Ge ___ SEWAGE # VILLAGE / O ASSESSOR'S MAP Si.LOT Z 7 INSTALLER'S NAME & PHONE NO. A & B CANCO 77 - 6264, SEPTIC TANK CAPACITY �I LEACHING FACILITY:(type)'yr do �CtgC//C, .4 ,t size) . Z x/S X a 1 4, NO. 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Kd's(b®.-019. 7878 3daQb LB• mmed'adt32:4� 23T Qesfiehamnii-211 b-p t]d KdsRmn-mO 0mr0jIFOam ..6-f0' '111- 238 6-411A 411-211 O ECIR17M 239 nw..Beat 0-211 EGIEIS 31 Mravom,-fe6-0eM CUpl2D4 7-1914..3-035 mlL 27a 13e4aedmmi/f-Ni IIS 1ldromn-im-BeN Q��H Z-ITT.-038 20 @s 20 Bahmon-203 p4E Tdx34 IW 4ft. 136 N -lm 4]8�12'J7J 7.1 W.W41W Wirm DII B21mon-203 21 tea. 74rx3-718' 4Q. 137 Pa du Ft -fn 2D/8. 1•aY2-11.- nes9ne eaapapsv4p 4Ws 243 Sha7andbdeas Bedavn-2D4 2494 7dY1-71B• 4 Ba In Warier-104 CLEH2324 2-0318'x 4.83E mind W139wrhi Y,'podet V2li� 244 SWrdP h.W.8.d--204 2449 Zd x3-7IT 1tes iS Kdriae-1n CU01i 28N 7-03'8'Yf83fa• d13B8199areA tY.-podet 212�s ___.___._.__._._._________._._.___�._.____ fDl Sloyard Andreas Bedr -214 cLa 3HB S{>3>e•x S43SIBCRESSt VI Q. R-gwd�» �Repw..b. 0 tb KW-u 104 CLEM 2824 2120- oaa mewre:9C W@r0pC3 Rix FJx1GD�REsited'QOro 10�ldoltoyon413-1pfO: Par- fin Sfgrad Ara�sBedrmn-2M S5 Sr6s5'43,ff /Fes tmi Bar-101 Dear ll� 80518'x7fY GVl StyraN hdreas Be .-204 QRFt� TZ37d.6-03W +fins 1di @4-ID1a Oxse9zslmt (� -10a !>omremdwl fin NbW.tr-031a' Wilt. to oad-101a F�58rB Drawing List 114 -tea _ f>43 $yard MdsBesmn-274 Q2H3� S53R'.B43S Ines Cover G1.1 Garage Plans 4R tS Se",Rms-10 � Z-036Y6498 mvau&0opavg 27�s 56ya dpdaas Ba3vm-24 mm 353Sx5433 2hl�z g 14 Fmon-+m k!a'u4mn®rim A0.1 General Information G21 Garage Exterior Elevations c� ..dArdedsBesbovn-zos CUCH31� aasaas4ma tax A0.2 Site Plan G3.1 Garage Sections TFIf 9vysdAdeas BedrmP-201 CUD"REamf sim 333'B'xs83,B' ECRF�omam.�211� Shad N.lmas�&mn-ID9 CIDH 3® S53r4.54W lnffi z@. sha/aexi B�mn-za �p�a�a,� "ZV.F-B3V E(�S&vaivn.�l,211 ties Go , �n_2n4 4 ss sa.Ys43g 1� C7 Septic System Plan E1.0 Reflected CeflinglLlghling Plan,Basement 203 GY1ysBednun-2a5 CU13Hueive,soE S436.s87d-3 EGFMsr'ar mft 2H&. C2 Septic Detail Sheet E1.1 Reflected CeilinglLighfing Plan,First Level j` GU S3s.yardMd2Ws8edomt-2D4 42IDH�18 Ta3sx343s p E1.2 Reflected CellinglLighfing Plan,Second Level 2n CadY Bedmn-Z� �� � 3d 3'6Y 583rS EC>#35;ae4aen Yrdh;7/1� fi00 $t7ad Aamea4B§wn-214 - T&3'$`s383� : lal@t 281a D1.1 Demolition Plan,First Level Ef.3 Reflected CeilinglLighflng PIan,Garege ins aanYs�omn-gas CLMH issue 343RY5`43s EGRffS't-dk 21tlam GM I �hW"k-S8,dava-204 z-0sax3-ems 1aa 01.2 Demditon Plan,Second Level M Qfl 1kd,--208 T-3VT..T83S EGREM-mc 2111w. SO Foundation Plan 2W W^8.dmmn-205 - Clod xn52 34I3sxs43s' EGRES'>:msmm.idn;2Ar s - A1.0 Basement Plan Si First Level Framing cvw ' 1e4.fpMCcxDmnfoia,meia�mvrzafiee. A1.1 First Level Plan208 $2 Second Level Framing adyseatn-ax � zs3aYs43s t� Al2 Second Level Plan S3 Low Roof Framing A1.3 Roof Plan S4 Roof Framing tt$aenaexwenae July 2amto R.Yd-R-W- JwYaLzma S5 Garage Framing Flvw sPint MA lfyama Pm.W A2.1 Exterior Elevations A2.2 Exterior Elevations lnaatim. D-smt-hl T31W1ludrare Gal Garage 1 34.Ca edelior door - AV Building Sections in Fan.Pmd9'115-Edy 102 T.1rxF-1o• aufOnO.-n®b¢rOmr OR I 8'-T.90 aaaw'do< I I A3.2 Building Sections Ina pmd 14-'11y sarsln - . - a.6ona-Del bomi t0 -doe. G03 G.W. e4r. O.ta03dav 102 Eft102-FmtdyRaom:lm OW.Td Pode4 am GamV MINI*' Pdaor A3.3 Building Sections 1m q ard Gas Garage. r-x - A3.4 Building Sections to K**-104,13a-amerd. 2-2`x64• -wcwdprirs GIN raaape(i61sti4 (I}Zd x6S esaanp-saorelrativn t , -r- m e,re,m Go? s aa� A3.5 Building Sections leg "A-tfl r tardw R.aan:-110 7.4'Y6$ a IWV-sets mcmwr 1o7 Laxity Kama-11otcbP 74r..6a teas-Ax fi,p 4p-1 1m IRA-111-%.WWG-d B.*--112 7-T.firms" mbv-sere rmtur iW Hepedauest Bed'-t12i Safi_113 24r.64r nurse FYPSBnq 4pa.J In) VklPer MO E*d-1122CMA 7-4•.64r +gaud 112 lartlt in-n-11081M.1-1013 rd.ea :e� 44- Zoning Building Code t12 AOedomn-1m/12ose1-Im Yaa6$ 113 Madman'.-1DOi Bad P-h-144 2r.a$ a ddom 80 Wachusett Avenue Code Used:Code - Hayden Residence 113a Mudmm-KM 111"P-h-1'H smeen z-a-.d$' rcvaa200 dxv 9 114. ewmamxnaerwmaRama-,o0 4'd.V-T - - Hyannis Port,Massachusetts 02647 Code(One and Two Family Dwelling Code) 80 Wechusett Avenue 4ped H Hal-2n 7Ve43x de 2d.e•4' .e-,o.---ihp - Ita mdm�-:aret. p _ Code Used:Zoning Ordinance of fhe Town of Barnstable, Hyannis Pod,Massachusetts 2 2m veatmdereaanma,-m3 74-aea ,a+nee.n4iivp 4p 1 as updated through4-10-2003 w dl Tin 1 a„,•aWA.dreaxB.daW1IamK, aa,as pale Zone:RF-1 Project Description _ zm cadlneedaam-2aarclpaer yz174r.a4• The project consists of an addition and renovation of an existing Permit home.An exisfln accessory garage structure vdl be removed 2m cady9eamama-m5rcaly3ead,aae r4-.sa re-asew�aarp 4-pmd .. 9 ry9 9 Tin 1 1121111J- Z4r TZ ne„se:e'Mw 4pare1 and rebul@ with the same footprint size but In a now location- 210 Hall 2aI-MasEeMfid za.aa a 4parx Historic District across the yard. September29,2010 • .: zit Mn Sut.Ha9,41a4crb mrama.-.ffi9 74r.68• - 212 KA-2m2439edsd9e 2'-10".8-1' 4- -I-kh ighxt. - The house is a contributing structure in the Hyannis 219 fan&A.HapiG-ASWt,-210 2•d.6a m„nna-.salelmamr, Pod National Historic DiatricL This project has been 214 6-1S doe HAIG.-Bedamn 02-211 i Sd..e-8' e.de' -samey „ Information approved by the Historic Commission. .. zts 43rr36edasm.X1-sllraosel 7ax.ea e;;,s -sarebcffion I18 1 G..!As dmmn:A2-211-deJs08ioe-212 T•de 641' Ak GOhch9e4mre Qi dn1.Ar4fii[l4ytre O-2. A0. Ir tr. Washington Aveni�� ----------- --- ------ • ------------------------------------------ ---------- ------- ----------- FT-1 A ------------------------ - ,44W -/L cn co n C: m o M O -------------- Wachuseft Avenue cn CL M Architecture PO 804100e0 CambOdge,'MA 02141 -117S ua%TS)1 ,• � 11A3.5 •natcnttmcuiro.com -----� --- --- ------ ----- ----- `----- raeMBacBrreB •Q1 PORCH ROOF STRUCTURE I Powder Room TO REMAIN.DECK TO BE a - REBUILT. i 21A3.5 - - - - - - --- -—-—-—-—-—-—- aemEghameg B) Laundry Room ' Guest Room 31A3.5 f� Kitchen t�, REMOVE HUSHED' FLOORING Hall Ni- ------------- `— - OPENING FOR LARGER WINDOW(WALLABOVE AND BELOW TO REMAIN) EXTRA SPECIAL CARE MUST BE TAKEN TO REMOVE FINSHED LIMIT DAMAGE IN THIS AREA.DO NOT __t, FLooawc REMOVE ANY ELEMENT WITHOUT l - 21A34 RE-CONFIRMATION FROM ARCHITECT. CAREFULLY REMOVE THIS I j WINDOW NTH ITS GLASS T , Y FOR REUSE. �'1r_" �._r__r__-___--------- F� I _ v__- r i----------------------- it - 4. I I 11A3.4 � - - - -� — - - �� — —-—-—-— — - - - ta . -- v i OI I —_— CAREFUL RPOSSOVE THIS I i I DOOR FOR POSSIBLE REUSE OUTLINE OF PROPOSED I I !F- II I1II, REMOVE CONSTRUCTION CM AND _______ OASHEDLINES INDICATE a f{ WALLSAND OTHER RFJAS j TO BE REMOVED I i I LivingRoom Family Room FINISHED FLOORING FINISHED FLOORING K____ TO REMAIN $ TO BE REMOVED i�•--��—,__-_.i___ I / FLDORANDCEIUN J SmUCNRE TO RCMIN I , -------- ----------------- r.0.�16N11Q-�Ii9�------------- ot I I l II I --\— I REM VE THIS PIECE OF 11 DECK FTRAMI EO BY 1. The project has approval from the Bemstabe Hislorric Commission onfia et CAREFULLY RE DDDR 11A3.3 the Building Department. Hayden Residence - ANDSIDFIIGMFORREusE j 80Wachusett Avenue I 2. The project goal is to preserve as much of Hyannis Port,Massachusetts REMovE sHING Es ROM !I the existing structure and materials as is P�osrsFORRE�usE�i UATE' j possible while acheiving all coda-related structural requirements and maintaining a le f II I' edfor —-—-—- --- - ----- - - - - ------, - - =-z--- --- -—- -------------to rBro v� lJ vhlghmdresidential construction. Permit -------—-------'---"----'---_i ( `REMOVEPoRCHw�LLs 3. Remove any piers or other eris8ngpartial Saptgmber29,2010 114'=1'-0' foundations in preparation for new full ' `-------------------------------- foundation. ,a a IN•(VERIFY) _ First Level Demo Plan 21'-0'(VERIFYT �' 18.2 iM'(VERIFY) �� 11A3.2 - (2 l 21A3.1 1/A3.1 �1 D ■ MURrchitecture PO S.410OW Cambridge,MA 02141 _—_—_—_—_—_—_ _ I.a.anffimpharr®y_ /E ` 'w17.83F:.7571 —l�/'1%/ tm•,xurlercnitecturc.trom ' i i 21A3.5 4 - I I -1 ta.WSMng hem4q .. • 3/A3.5 Shay and Andrew's Bedroom ---------------------- - ----- ----- ----__ ----1. Ir I, :i Bo's Barth /\ Master Bath TAKE SPECIAL CARE TO PROTECTTHI59AYAND r - WINDOWS 21A3.4 L C/1-- - --------- ---- - -—-—-—-—-— -__ _ - ;��-�:-��- i---- ----I'-----. =r_..-.. -----__---- La.edNN9 hamN9--yJ --ili Ca ''s Ba1 i! 11A3.4 Carly's Bedroom D ------------- - ------------------ --- ------ - - - - _ ---------- -�eaow9PP�rt -------- CUTO E�'ING fOR N-_lV START I� , Master Bedroom -------------------------- ---- - , - ------------------- - REMOVEALL DJSTWG OUTLINE OF NEW ADDED FLOOR FINISHES FOOTPRINT ✓ ElGuest Bedroom Guest Bed m ON SECOND LEVEL j F, ------- ----- --��---- ------- -------- —r----— � ----- —I- r — — — �.• P E I- -- ___ _____ 21A3.3 ------------------------- Porch Office N. i1A3.3 / ANDSTRUCr Ilt SHEATNINGTOO}lOw EXISnNGJOIST TO BE •' --- SISTEREO -----� 7 --- -- - - - __ __ - ...........- __ - -- .. ------------------ -- - ----- ------ IF I i I j 8 114•(VERIFY) _i Hayden Residence Avenue f ) Hyanniss Part,Massachusetts 1.1. 24'{I'(VERIFYJ 76-2116'(VERIFY) (q i/A3.2 21A3.1 i/A3.1 Permit September 29.2010 1/4'=1'-0' is Second Level Demo Plan D 1.2 17*.9' 24-0 ,_r------—--------------------------------------—------ ----------------------------------------------- ------------------------------------- Architecture -------------------------- PO B�l 4,10060 -------------------------------------------------------------------------- Camdrii 02241 %i ----------------------------------------- 51AB OVER La edsGilA VAPOR BARRIER -------- ---------7T- -------- ---------------------- ----------------------------------------- 21A3.5 --------------------------------------------------------- -- - gStorae ------------------------- !a --------- ------ — —-—-—-—-—-— IB) ----- --------------------------------------------- 3IA3,5 Alli O'STEP CE.VrEROFWALL ABOVE T-10 12' 3-40 U4. ALIGN WffH CENTEROFWALL II AB OVE PROVIDE A-Uhl R BING FORFUTURE WASHER AND DRYER ------------------------------------------------------------------------- O Mechanical Room-004 107A'CONCRETE FOUNDATION WALLS ON --------------------0---------------------0----------------------0---------------- 24717 FOOTINGS ATCRAWLSPACE ------------------------ ------------------------- t— ----------- -1-0-1V--c CONCRETE-------------------------------- FOUNDATION WALLS ON 24'Al2'FOOTUqrS AT GARAGE CONFIRM THAT THISDIWALLOWS R 2'RIGID WALL ABOVE TO NSULATON, CONCRETE SLAB ALIGN 7 -------——------------------------------------ —-—-—--4- ---------------- 0 —-—-—-—-—-—- --------------------____________________----------- ------------- -1D 1V g-0 11T V-1 1114- Garage Foundation —-—-—- -—-—-—-—-—-—-—---- -—-—-—-—-—- 11—fMapw 114"=1'-0' SINK ALIGN WITH I CENTEROF11 I ABOVE FRAMING WITH PT BILL' -'N WITH-�N-R OF COUNTERTOP OW. BLUEBOARDAND PIASTER,1X4 PTID WD 1 1-1—ORSTAIRS ALIGN NWITH � -_ BASE TYP. CENTER OF I SUPPORT ABOVE ABOVE Art Room-801 ----I--- -- tOk1tl CONCRETE FOUNDATION WAILS ON 2471?FOOTINGS Hall-BO- NEwsTxRwrm —-—-—-—-—-—- INTERIOR OF PERUJUER WALL 10 HAVE V 10 1)2'TREAbS AND 7 314' RIGID DrW RISERS IN `=WALL,= DRYWALL. ----------- --------------------------------- ------------ -—-—-—-—-— ------------- -------------- -fi- -—CE --------------- --—-—- —-—-—- WINDOWS FROM FIRST I.was*-ft LEVEL SHOWN IN LOWERED POSITION LAULY1 SUPPORTING FIR ST LEVEL FLOOR ------------------------- STEEL COLUMNS sLrpponNG FIRST LEVEL E ROOF STRUCTURE INSULATED DOORS Hayden Residence TRENCH DRAIN FLUSH 80 Wachuseft Avenue WITH SLAB Hyannis Port Massachusetts "I - 4.210 2 Ir? 3;IT" ------------- ---I----------- Permit 7 ---------- -—-—----—- w -—-—-—-—-—- 1 i --------------- V-6 lif September 29,2010 1/4" V-0" ------------------------------------- ------- ----------------- ---------------------------------------------------- ---------------------------------- --- :L Basement 17.8 I/V KAM SEE STRUCTURAL PLANS Plan FOR FOUNDATION 24'-V(VERIFYI) W-2 111V VERIFY) E! 11A3.2 INFORMATION. F 21A3.1 (2) �03 A1.0 11'4i 3iE't 178 13'-717t 21L' HOSE BIB Arc h Itectltre PO,Bo%,410060 t' CamD MRe7,-MA 02141 �317-8i&T571 �— � /' - ww.Cu4atChltaciLla.CQm j Kids'Room-109 11A3.5 1r'B'x 16'i' b s S+ CABINETRY __ ____ ________ ____A _F /` ally, ___ ___% --------------------------------------- ON _____ HeI erlGGUest NEW RAILING Back Porch.114 DN. D — ,,.110 8 room-113 AND DECKING 70 21A3.5 INETRY CABINETRY FC j BENCH /,p abgygtg /� -r----- - - — — - Launch Room-! ---------------- - �'1 MOO-106 n3 D 31A3.5 r• n REP Helper/Guest — Bedroom-112 Mudroom-106 Po er(u Room 10T n :Hall-111 Hoseela F RELOCATE --- EXISTING IRRIGATION 's ________, CONNECTIONS _ _________ _ — re6pntr BeMrmler NYJOECN ANDBTAIR CABINETRY BENCH o Kitchen-104 1 � NEW GAY §« ON 4MeaNer iI 21A3.4 w �_----------- _____ __ ______ _ �- I III 1 NEW STAIRS 3•-1. § D..k.1a1. 13.e 1N 104 I oar a-2117 EXPEND EIOSTMG BENCH r —_---- --"! -- I- ---------- ---- - i—^ - -t%,?y ...: --- I- - , --- - -- -- T—•- rp an4— ;pl -I--------5ne droasuApol+ � . , 7 � .• 4 10 ___ 40%B® SS _-58----- NEW STAIR" 2314•RISERS AND CABINETRY I i 'HANDRAIL NEW LOW WALS AND 1rf TRE� - 0 CABNETRY ---,--_-- 4EUSEEXrI%G - -- NEWELL -- -------- -- -- uP - Family Ro o I.103 FIREPLACE_ % - _ ----- _ DIRECT VE Entry-102 1.se• .... -- / HOSE BM EXISTI - --------- FLOORING :NEW - - - - --- --- ---'..GABINETRYJ ; — - Sltting Room-101 FLooRwG''FLooRING Cl +-I-- -- —,o — — - NOTES ;NEW WALLS SWAN V.21N'(DUAL Z 12 14-(ED AL) MATCHED F 01 1. All dimensions to face of framing unless / , _-- _ —_ --- -� noted otherwise. --- --- ---- ----- _'. % _ _ i ON ON u �) 2. All exiting wells that remain will he - —-— — — 01 2IA3.3 firmed male adequate tto a total depthate depth for of 51/insulationto N�4V DECK y INETT I, ! -------- ---------- -----� T `WALLEH-----�N�WOECKING w / Dlnln 7 3a• _.j Hayden Residence i. EXISTINGALI NEW -� 80WachusettAvenue Front Porch•116 Q vA3.3 SEE SHEET E1.1 FOR H nnis Port,Massachusetls CEILING PLANS Parma —n ----------- - r e akQ (F September mbar 29 2010 114'=1'-0' �. �---------------------�__________ _-___. ---- -new walls First Level 16d 714'IVERIFY) 6�76. 4'A 1IB' } 4'9118' B'E Tie, Plan 24'-0'(VERIF) Is-21W'IVERI 10'1314' 1 11A3.2 {� � 2JA3.1 11A3.1 ,3 Ale 1 EIRrchitecture PO fiat 410060 Ceni&idge,WA 02141. 617A15457,1 ' ''kwW.cUYkm:iti[ealule-.COiI ----------------- w l - ----------- — — — ----_-------- - ) I c I 2/A3.5 v --f------------- "--- �, I Drew"s Office- E 212 v I: Guest Bedroom#2- ® - 4'-11 Wr v T 1 r7� (� �1F71 14 �..... z ' li WIGNN IG V!I aiWG 13 Q . nest Ba -21� E _ w mI Master 21A3.4 C ---- --- --------- ✓ ® u —� — --------- -- — — - - - - - - - - - - - - - - - Master Closet- —-—-—- - -—- i-'---- - Guest Bedroom#1•202--- - -° - ----- ---208--- ----- --`;-- - _ro.e Me a'Da f_ en —II ® 6'4314'(VERIFY) 6tel_Hall•201 (Bathroom 203 - --- e ® Linen �l "'%� Jl © _ g Master B¢dlo� NOTES----- m Ca h•206 1. ceofframingun All dimensions to fa less — — — — — — — — — — - — —) a—. re +n � notedoticerxse. 3 m (i �� - rain• r•o,1 � - _ O i m ------- and Andrew's Shay room-204 w � Hayden Residence L---- ------- FOR WachuseftAvenue — vA3.3 SEE SHEET E12 Hyannis Port,Massachusetts Carl s Bed o •205 7<„4 — CEILING PLANS —______________________________ — — — — — ---- -------- KEY-------------- Permit - - - - - - - - —� - - - a4 ry r43W.. e' 3y31a•!u. riare'r.a a aa3a r.o. r<re•r.a. 7 "' " =flew Walls September 29,2010 114"=1'-0" -cemea root ritlge Second Level 17411/4'(VERIFYI faceW - ` Plan 24'-0'(VERIFY) I 10 114'WiFY) 11A3.2 2IA31 11A9.1 (3 i A1.2 ------_------------------------------------------- rchitectwe PO 9u+C410060 ----------- WWmuridBe,-MA 02141 51781E+7571' www.cud0.hfltW 1— I. -- -----------------------—_-------------- r.o.sdama 2/A3.5 NEWCGPP q _' /.a.edYMngfieMng j � 31A3.5 I I \ , � I : : REMOVE E705nNG \ ' CHIMNEY ' II I CUT BACK EXISnNG ROOF DVERHANG TO ALIGN WITH AOIACENT II �i I i 21A3.4 -- — ------------ --_— ---_---------- _— —-- - -- --_ -- --_— _ _ - Co.edsmgnarrnrg �n� i V J ( II a 1i 1/A3.4 � -I-- ---- -- --- -- — — — — — — ------- ------------ -- e_Ww� --(D;i -�------ � ereor�oor.�rwrt .✓ REMOVE EXISTING ----''-'j I - CHIMNEY -.! CEDAR INDR S1� AVOOFWGFEIT RUBBER ROOFING OPEN COPPERVALLEYS, REUSED COP FINIAL - - - - - I- - ---- ----- \ I - -�- - - - - - ---- --- ------------- ,� El , j! i 21A3.3 -------------- RUBBER ROOFING i HaydenResidence Ha --- --- Port, 1 11A3.3 80 Waah �i Hyannis Port,Massachusetts l I I , -—-—-—- -—-—-—-—-— ---------M—OV—V F) NOTES Parma 1. Install36'Ice and Water Shield at all September 29,2010 114"=1'-0' j valleys,roof transitions,sidewalls,and 5•HALF40 MD GUTTER IN eaves(measured from Inleresectlon of REVERE FREEDOM GRAY; IV-8 114'(VERIFY) - FREEDOM GRAY ROUND j mof plane and wall). Roof DowNsPGUTS Plan ( 2. 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I, �I II it IIII III III iII IIII i IIiI oD R �u I ' III I I• IiI ,I III I.I j I Hayden Residence AND BOARDSII ,I - -- ` �' tlOWachusetlAvenue UNDERNEWW ROOF _ F-rout-Yorih--11 _ �/� 11A3.3 chusetts ABOVE I! ...... .... ..._ -__ r II - Permit .--- -- --— -- --- — ----- '<<,i Cam\ — -- _ -- -- -- � September 29,2010 114"=1'-0" NEWRAFTER NEW PTD V-GROOVE BOARDS UNDER BOARDS UNDER -- First Level NEW ROOFABOVE NEW SISTER JOISTS 1SE 1/d'(VER1Fl�- „ Reflected Ceiling Plan AT SECOND LEVEL 24-17KRIFV) I9-21/d'(VERIFY) 4 �� 1/A3.2 (2) ?JA3.1 LEl.1 Architecture. PO a.410066 Ce Wxkipe.MA 02141 617 8M6.7571 k•Ww CUr18RJ11[eCWYe.lotm a - Te.eNsti g traMng A 1E z; Dre 2 D'� Guest Bedroom 211 / 0. orroN-A A G D ICR L RT - \ AT snowERREAo \, uest Ba -2 SD®' I i '\ I master _ Bathroom-2Q9� i21A3.4 — --- --- PA ^. ------_-----_- -_'-�-- [a etlstirgbanirg l�J ' 11A3.4 Waster Closet- ---- --I- --Guest Bedroom#1-202 - — — / _ 208 -``- -- /---- -- ----- - --- --- , —�--- -- a7---- •-✓ r SYATCH 1 � �- LEDNI LIG1 M _ (9 8t-1 8 -201 �50 � I f B�c4rPum• 03 ,' — - T LJneenn SUPPLY BLANK RFUTRE TV WITH AND C'J 1 WIRE FOR FUTURE NAND ELEC a �\ \ CONNECTION 1 SD Mate!BedR}om•20 •I ! - � I ------ ----- - - --- ---- ---------------- - In drevv's Be ro -204 w RT ill ill \\ x � 11A3.3 Carl-1' ed 1205 ! 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MUST BUILD EXACTLY WHAT IS SHOWN ON STRUCTURAL DRAWINGS. .y, F ---- ----- -------------- ------- ANY PROPOSED DEPARTURES FROM WHAT IS INDICATED MUST BC REVIEWED 1 'GROUND SNOW LOAD: 30 PSf WITH THE ENGINEER PRIOR TO CONSTRUCTION. ALL UNAUTHORIZED CHANGES Y• (.� }C� { EXISTING EXTERIOR WALL. _ __ UNINHABITABLE ATTICS WITHOUT STORAGE: t0 PSF TO THE APPROVED DRAWINGS MUST BE 1 0VE0 AND REPLACED AT THE Architecture _ _ - -- UNINHABITABLE ATTICS WITH LIMITED STORAGE: 20 PSF CONTRACTOR'S EXPENSE. / ENGINEER i0 REVIEW ! T --------------------------T HABITABLE ATTICS AND SLEEPING AREAS: 30 PSF 2. ENGINEER'S DESIGN IS DERIVED FROM ASSUMED FIELD CONDITIONS. ANY ' / CONDITION IN FILE FOR I ALl OTHER AREAS EXCEPT DECKS AND BALCONIES SO PSF DISCREPANCIES BETWEEN WHAT IS SHOWN ON OUR DOCUMENTS AND WHAT \ REUSE I EXTERIOR BALCONIES AND DECKS 60 PSF BLOCK ALL PLYWOOD SEAMS \ i I IS FOUND IN THE FIELD MAY CHANGE THE STRUCTURAL DESIGN,AND MU PO BOY 41.OD6O' I IMMEDIATELY BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO ANY EXISTING $UBFLOOR 1 1 - 1 MASSACHUSETis STATE BUILDING CODE 110 MPH,EXPOSURE B WIND LOADS CONSTRUCTION. CafnbLlage,(A 0214S I 3. THE CONTRACTOR SHALL CAREFULLY VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS PRIOR TO COMMENCEMENT OF THE WORK, 6It-81•-7571 NEW PLYWOOD AT BOTTOM �., I AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES VJ EXISTING JOTS OF WALL I 4" CONCRETE SLAB ON GRADE DEAD LOAD A,A3.5 OCTWCEN ENGINEERING AND ARCHITECTURAL DOCUMENTS.' - -I I - WITH 6X6 - WI.4xWi.4 WWF I WEIGHTS OF MATERIALS AND CONSTRUCTION 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF :� I 1 TEMPORARY SHORING.BRACING, OR OTHERWISE PROTECTING ANY PORTION OF I 1 1 THE STRUCTURE.SITE AND UTILITIES FROM DAMAGE DURING CONSTRUCTION. THE ENGINEER IS SPECIFYING THE FINISHED CONDITION ONLY,WITHOUT I I ASSUMING KNOWLEDGE NOR RESPONSIBILITY FOR HOW THE CONTRACTOR WILL ACHIEVE THIS RESULT. 1 4"SHELF 1 5. FOR EXACT LOCATIONS OF FLOOR AND ROOF OPENINGS,POSTS,ETC.,SCE I 1 ARCHITECTURAL DRAWINGS. - IO••FDN vIQ FOUNDATIONS ,.r 2'-O"FTG I - I I 1. EXCAVATE TO LINES AND GRADES REQUIRED TO"PROPERLY INSTALL THE - N I FOUNDATION ON INORGANIC.UNDISTURBCO OIL OR CONTROLLED wW' 1 STRUCTURAL BACKFILL AS REQUIRED BY THE ARCHITECT. ALL EXCAVATIONS -' I I I SHALL BE DRY BEFORE PLACING ANY CONCRETE. V f: 1 1 A I DROP TOP OF FOUNDATION 2. EXTERIOR FOOTINGS SHALL BE PLACED ON APPROVED SOIL AT A MINIMUM / 10"0 CONIC. PIER, TYP. ! WALL PER ARCH DWGs DEPTH OF 4 FEET OR AS MODIFIED BY THE STRUCTURAL.ENGINEER.BELOW 2x6 PT PLATE WITH%"6 / -'... 1 1 ... 114 ____ _}I•"-, _ TH LOWEST ADJACENT GROUND EXPOSED TO FREEZING. ANY ADJVSTMENTANCHOR BOLTS @6'-0• OC ____-_ --__ _ _---� I _-_._--_„- ._ J-_ __- OF FOOTING ELEVATIONS DUE TO FIELD CONDITIONS MUST HAVE THE a Igo / APPROVAL OF THE ARCHITECT o. mlg� ._. 3. MINI BEARING CAPACITY FOOTINGS MUST PLACED ON SOIL WITH A 10"FOUNDATION WALL I 1 '---j- I MINIMUM BEARING CAPACITY OF SOAR POUNDSS PER FOOT, U BACKFILL BELOW FOOTINGS AND SLABS SHall BE MADE ADE WITH APPROVED 2-¢'5 BARS TOP AND BOTTOM OCKET, TYP GRANULAR MATERIALS PLACED IN 6"LAYERS.i 1 -I I I LAYERS SHALL BE COMPACTED BEAM P CIO I 1 TO 95X DENSITY AT OPTIMUM MOISTURE CONTENT,AS DCFINED BY ASTM 1 1 I 21A3.5 01551,METHOD p. v' /^1`` 2x4 KEYWAY - I I 1 DRAWL SPACE I 5. BAC FLL C AGA NST WALLS OR PIERS Y ONLY BE DONE AFTER WALLS `W . I I OR PIERS ARE BRACED 10 PREVENT MOVEMENT, FOR WOOD FRAMED / NV Q 4" CONCRETE SLAB ' - 1 - 1 '� RESIDENTIAL CONSTRUCTION, NO S BEEN FR OF WALLS MAY TAKE PLACE - '+' \ 1 L j UNTIL THE FIRST FLOOR DECK HAS BEEN FRAMED AND SHEATHED, UNLESS C _ r -_---J __ WRITTEN APPROVAL I$GIVEN BY THE ARCHITECT OR ENGINEER. ��• ------------ -- PROVIDE FOUNDATION DRAINAGE. WATERPROOFING/OAMP-PROOFING,AND •F y.I _� -_- : �- J- FOUNDATION WALL INSULATION AS INDICATED ON THE ARCHITECTURAL L I 1 lVIA INGS. - /1 I -- ------ _ I I 1 DE METAL OR PVC SLEEVES IN THE FOUNDATION WALLS FOR SEWER. lL�0 - PROVI--- -_ ® T -_ 31A3.5 GAS.ELECTRIC.AND WATER LINES.AS REQUIRED. •--_j---I I CONCRETE U�T•( CONCRETE{SLAB ON GRADE 1 WITH BIB W1.4,,W1.4 WWF I /. ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE CV C Ln LATEST EDITION C AEI-318, "BUILDING CODE REQUIREMENTS FOR �> C G I I 10"RETAINING WALL WC 1 1 REINFORCED ALL ACHIEVE I I/5 BENT BARS 012"OC i i I. CONCRETE SHALL ACHIEVE A MINIMUM 18 DAY DESIGN STRENGTH AS Cc cla FOLLOWS: FOORINCS. WALLS.INTERIOR SLABS-ON-GRADE,AND OTHER TYPICAL FOUNDATION WALL 1 I BEAM ABOVE, TYPil -4'-O"FTG CONCRETE NOT OTHERWISE SPECIFIED-3000 PSI.EXTERIOR SLABS Q /� 1 SCALE:�'=1'-0 I EXPOSED TO WEATEPOI T -DISC PSI. I I I I 3. SLUMP AT THE POINT OF DISCHARGE FROM THE READY-NIX TRUCK SHALL .o BE 3-5'. d. REINFORCING STEEL: TYPICAL-ASTM A615,GRAD[60. FIELD BENT- I ASTM A615.GRADE 60 5. WELDED WIRE FABRIC- ASTM A185. I 6. NON-SHRINK GROUT SHALL BE"EMBECO 153"BY MASTER BUILDERS. I "SONOGROLY BY SONNEBORN BUILDING PRODUCTS. "FIVE STAR GROUT"BY '---4_._ "--1 fi------ -------------------J - U.S.GROUT CORPORATION,OR EQUAL AS APPROVED BY THE OWNER. I I _ II 1 10"EON STRUCTURAL STEEL 2'-0"FTG I 1 STRUCTURAL STEEL WORK SHALL CONFORM TO THE ANERICAN INSTITUTE O p6 BAR 0/2"OC, EACH WAY 1 STEEL CONSTRUCTION "SPECIFICATION FOR STRUCTURAL STEEL FOR 1 BUILDINGS".LATEST EDITION.fir- 1 p"p CONIC. PIER, TIP. STEEL.BEAMS SHALL CONFORM TO ASTM A992. WITH A MINIMUM YIELD STRENGTH OF 50 KSI, 2. PLATES,ANGLES.CHANNELS.AND MISC.FABRICATED HARDWARE SHALL O g:. CONFORM TO ASTM A36. WITH A MINIMUM YIELD STRENGTH OF 36 KSI. 1 --= -• 1 1 - RECTANGULAR STEEL TUBING SHALL CONFORM TO ASTM A500,CRAOE B. Qp1•. WITH A MINIMUM YIELD STRENGTH OF 16 KSI, ALL STEEL TO STEEL FIELD CONNECTIONS SHALL BE MADE BY HIGH E I ' I • __ __� 1•_1`5 STRENGTH BOLTING WITH ASTM A325 BOLTS OR WELDING WITH C70 XX • _--- 1 L---- it {r - 1 1 4 _ ELECTRODES. STEEL TO CONCRETE AND STEEL TO.,WOOD FIELD q= CONNECTIONS MAY BE MADE WITH ASTM A 307 BOLTS. / I 4. STEEL SHALL BE SHOP-PAINTED WITH A MODIFIED ALKYD PRIMER UNLESS fig••••+ OTHERWISE NOTED. 5 5. STRUCTURAL STEEL SHOP DRAWINGS SHALL WT PREPARED AND SUBMITTED B F-T---'------ter--- -------------------- -----------� I «- � L0. Gd THE ARCHITECT FOR APPROVAL. THESE DRAWINGS SHALL SHOW COMPIETC s N 10" _y------_-_ _ J _ - _-_ --_-_-_- �b-9 oa zG ---- --- - AND ACCURATE MEMBER LAYOUT.A SIZES,GRADE,DIMENSIONS.CONNECTION -k^. • : -{-- I I OPEN/NCS.ACCCSSORICS,AND ALL OTHER INFORMATION NECESSARY FOR _ -_� COMPLETE AND ACCURATE FABRICATION AND ASSEMBLY OF THE MEMBERS. -- - -- PROVIDE TEMPLATES OR LOCATIONS DRAWING$FOR INSTALLATION OF ANCHOR THE 6ENCEWRAL DESIGN OF THIS BOLT S. A SUBMITTAL SHALL CONSIST OF TWO COPIES OF EACH DRAWING; RESIDENCE WA6 PERFORMED IN -W 1 F I 5.-p.. 1 4In o ID"FDN .--}- G �� - 1/A9.4 : ONE COPY WILL:-BE RETURNED. COMPLIANCE WITH THE TTN EDITION I 1 I - I I ! I 6. NO CUTTING OF OR OPENINGS THROUGH STEEL WILL BE PERMITTED WITHOUT OF MA66ACHUBETTS BUILDING CODE �35 /(6 BENT BAR 0/2"OC Um� 1 1 2'-D"FTG -_�_- _ __ ___ __ 1 6•-T 11" 1 .. / THC WRITTEN APPROVAL OF THE ENGINEER. FOR ONE-AND TWO-FAMILY �.' 24 ..: ---J>_2_-_ _1 _ ! --. 1 _ I_---_-_-_-_---_-"-_ { _-_ ' -_-_-_ 1 4 1 1--_ _ --- _-_-LO.auUiny ROUGH CARPENTRY COOS NOT G G J -- -1 DWELLINGS.THE PRESCRIPTIVE - -_�_. «. -- - T_-_-_ 1 I Ina of11X46epporr D REQUIREMENTS OF THIB 00 APPLY PER SECTIONS 5301.1.1 1. ALL ROUGH CARPENTRY WORK SHALL BE EXECUTED IN CONFORMANCE WITH {--- __-j ALTERNATIVE PROVISIONS AND I 1 THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION'TIMBER CONSTRUCTION {13ENGINEEREO DESIGN. STANDARDS"-Al- 100. 4" CONC. SLAB o W g I I L '- ---------- "` I FULL BASEMENT I I I 2. WHEN HOT OTHERWISE IDENTIFIED.ALL WOOD BEAMS,JOISTS,RAFTERS, W�WWF 2-0 - 2-B" O h I I \`� I I I - HEADERS,STRINGERS,PLATES.AND SILLS SHALL BE SPRUCE PINE FIR g2 1 p"EON i I ♦\v PSI(REPETITIVE USE).MINIMUMOR GETTER,MTH A AND E SHALL BBE 1,400.00075 PSI Psi OR BETTER.E USE)AND Fit- 1000 I I 2-D"FTG I 1 J WOOD STUDS MAY BE EASTERN HEMLOCK.EASTERN SPRUCE.OR HEM-FIR, Z BEAM ABOVE 1 GRADED"STUD"GRADE,11 OR BETTER. d LVL BEAMS,AS NOTED ON PLANS,SHALL HAVE A MINIMUM Fp=2600 P51, I I I 1 I I ( / ♦ I E I O-LA " PSI.AND IS =285 UB LVL BEAMS SHELL BE "MICRO-LAM"BY TRUS JOIST. NO SUBSTITUTIONS WILL BE ACCEPTED. I UNLESS THE ENGINEER SPECIFICALLY APPROVES ANOTHER PRODUCT Z ' "•, - I I F__J I ; -' 1 1 SUBMITTED BY THE CONTRACTOR • " • 1 1 1 c j I _ I 5. WOOD"I'JOISTS SHALL BE"ill'BY TRUS JOIST. NO SUBSTITUTIONS WILL 1 1 J G BE ACCEPTED. UNLESS THE ENGINEER SPECIFICALLY APPROVES ANOTHER P 1 R __t-I _ ALL COLUMN F 71NG5 ARE 24"x24"x721 - PRODUCT SUBMITTED BY THE CONTRACTOR. MANUFACTURER'S 5•-6" i i F 1 RECOMMENDATIONS FOR BEARING.REINFORCING.CUTS,CANTILEVERS. Q FASTENING.ETC..SHALL BC STRICTLY ADHERED TO. g6 BAR®18"OC, T&B I ; I i-----------------;-_ 6. PLYWOOD WALL SHEATHING.ROOF SHEATHING.AND SUBFLOORINC SHALL BE Z APA GRADE, TRADEMARKED C-0 INTERIOR WITH EXTERIOR CLUE. AM POCKET, TYP MOMENT FRAME COLUMN I I ip•• SUBFLOORING SHALL BE 3/4'THICK TONGUE AND GROOVE,AND SHALL BE I I MOMENT FRAME COLUMN 1 '71m - GLVED TO FLOOR JOISTS WITH AN APPROVED ADHESIVE PRIOR TO NAILING. O RETAINING WALL FOUNDATION DETAIL CMU INFILL FOR CHIMNEY I 1 I ROOF SHEATHING SHALL BE 5/B'THICK WHEN SUPPORTS ARE SPACED AT 2 16"CENTERS. FOR 24'CENTERS.SHEATHING SHALL BE 5/8'!MILK,AND SCALE:�'=1'-0' --� 1 / SHALL BE TONGUE AND GROOVE OR ALIGNED WITH METAL H CLIPS BETWEEN / 1 _I_ ----� RAFTERS. WALL SHEATHING SHALL BE 1/2"THICK. _--__----- _ -__-_ __ I_--_--V, -- -/ "T-- ------- i Co.exulGgTidlillryj E 7. ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY,AND //----- _ _-- -,) 1 I WHEREVER WOOD Is WITHIN 8'OF FINISHED GRADE OR PART OF OPEN 1 I 1 I O I DECK CONSTRUCTION, SHalt BE PRESSURE TREATED. BEAM ENDS IN CONCRETE BEAM POCKETS$HALL BE WRAPPED IN ASELF-ADHERING RUBBER 1 MEMBRANE. 2 STORY STEEL COLUMN UP G" I B. JOIST AND BEAM HANGERS SHALL BE BY SIMPSON STRONG-TIE CORP. THE p =1 1 I 70 2ND FLOOR STEEL BEAM. CONTRACTOR SHALL STRICTLY ADHERE TO MANUFACTURER'S FASTENING O / 1 1 ♦\ // f------- '-- ♦ '� REQUIREMENTS, issu N NE TYPICAL AT EACH CORNER OF BAY 6`A 1 B. UNLESS DETAILED OR SPECIFIED OTHERWISE,PROVIDE AT LEAST TWO JACK For Building Permit I 1 ` -J IO"O CONIC. PIER 2- tC _ SHE I BENEATH ENDS OF 2X11,LVL,AND E 2XS,AM HEADERS AND BEAMS. 1 1 \♦ = `p-- WHERE POSTS ARE CALLED OUT AS MULTIPLE S A SUCH T 1-ND E X6, I I ` \ / / - POSITIONED AS A KING STUD AND THE gOaaNa DROPPED FOUNDATION WALL I d 2X6,ETC..ONE 1x SHALL BE PO I i \\'------ ----- // I I ` ♦♦♦\ / ) BALANCE SHALL BE JACK STUDS. 10.FOR WOOD JOIST SPANS UP TO Id FEET,PROVIDE A SINGLE ROW OF FULL DEPTH BLOCKING BETWEEN JOISTS AT MID SPAN. FOR SPANS EXCEEDING 16 FEET,PROVIDE TWO ROWS OF FULL DEPTH BLOCKING BETWEEN JOISTS AT O \\\\ `\♦\♦♦ SO / �' THIRD POINTS OF THE SPAN. 1 N : ` `\♦ -�---_J///// / 1 11.__ GABLE-END WALL STUDS IN CATHEDRAL.PARTIAL CATHEDRAL,OR HIGH CEILING SPACES SHALL SPAN UNINTERRUPTED FROM THE FLOOR PLATE TO THE UNDERSIDE OF THE ROOF RAFTERS. THEY SHOULD NOT BE : ♦♦` INTERRUPTED BY ANY HORIZONTAL PLATES OR BEAMS,UNLESS NOTED I O / 0 HERMSE ON THE DRAWINGS. _ \♦ p \ ____ / 12.MEMBERS WITHIN BUILT-UP BEAMS,WHETHER MADE OF SAWN OR I ♦ / ENGINEERED LUMBER,SHALL ONLY BE SPLICED OVER SUPPORTS. _ 1 1 - ---------- 13.PROVIDE SIMPSON H2.5 HURRICANE TIES BETWEEN EACH RAFTER BOTTOM L - AND IT'S BEARING POINT. �w S _-_---_ -�-- -�__-- -_ ______ I / IO.e.G�ig-/�111g r 16.UNLESS ANOTHER CONNECTOR IS CALLED OUT,PROVIDE ONE SIMPSON A36 FRAMING ANCHOR AT EACH RAFTER/RIDGE BEAM INTCRSCCTION,AND TWO SaD('29.2L110 - ♦ ------J WHEN RAFTERS ARE DOUBLED OR TRIPLED(ONE EACH SLOE). uNe AS NOTED -- ------------r I5.CONTRACTOR SHALL CAREFULLY COOROINATE THE WORK OF ALL LUMBER. TO 41•• 1 I' MINIMIZE THE NEED FOR CUTS AND BORE HOLES L FRAMING LUMBER. IN _ NOTE: - 8 GIRDERS,BEAMS, OR JOISTS. CUTS AND BORE HOLES SHALL TER BE DEEPER 1. ALL DIMENSIONS NOT SHOW$HALL FOLLOW THE OUTLINE E' g, THAN 1NO THE MEMBER DEPTH NOR MORE THAT 1"IN DIAMETER.,4N0 m[IP¢oe - OF THE EXISTING BUILDING '� '� E I SHALL NOT BE LOCATED HEARER i0 THE IN OF THE SPAN THAN THREE Fg TIMES THE MEMBER DEPTH NOR WITHIN THE CENTER THIRD OF THE SPAN ^^6 F UNLESS REINFORCED i0 MEET STRESS CALCULATIONS. __,, i6.AT WOOD POSTS LANDING ON FLOOR DECK, PROVIDE SOLID YLR ICAL WOOD - FOUNDATION PLAN -6 _ 6-SB" BLOCKING WITHIN DECK SANDWICH TO LINK UPPER POST WITH LOWER S� SUPPORT. BLOCKING TO MATCH UPPER POST SIZE. `J 11A3.2 21A3.1 11A3.1 �� I. ALL INDIVIDUAL LVL MEMBERS.WITHIN BUILT-UP BEAMS ARE 0V WIDE. 7'Cambridge. 2. ROOF SHEATHING TO EXTEND FULLY UNDER Arc(.�itecture OVER FRAM A A3. (3) THREE OR MORE IS/"PLY LVL. SHALL BE BOLTEDTOGETHER WITH A MINIMUM OF 2-%"m BOLTS 032"OCO Box 410060 ENGINEER TO REVIEW EXISTING STAGGERED OR 3� 0 SELF TAPPING HEX HEAD WOOD MA 02142 FRAMING IN FILED FOR REUSE SCREWS (SIMPSON OR TIMBERLOK). e17-815-7e71 V2"O LALLY COLUMN WITH 11A3.5 - J14W C 1TI r.h S T`' Il SPRINGFIELD CAP AND BASE PLATE POST LEGEND SUPPORT UP ID - CONCRETE SLAB WITH WWF � PU POST UP - 4 SUPPORT DOWN 10 - - P3-24 (3) 2x4 POST /�\ J2-24 (2) 2x4 JACK STUD + I 2x4 KING STUD _ CD CONCRETE FOOTING () Cn _ \ \ PT 444 4x4 ACO PRESSURE TREATED POST 1 '� VC 9/,z5%/, x9/. VERSA-COLUMN r - N E-5,..� .o —___—r 2-�x8P7 J_ - ... ...... ..... 'a 'j_ __________ iavnq hBtM'ny� HSS .P/izx% HOLLOW STRUCTURAL SECTION . .7/"LVL ,� A LC - - - ,� 2-2x8PT - -I - -- ---- -- - - HOU5 SIMPSON CONCRETE E5 HOLDOWN D LALLY COLUMN LALLY 1 COLUMN SECTION - az 21A3.5 v� c ICn n SCALE:�'=1'-0 NI x L®16 I f EXISTING JOISTS (� N Iy 1 DENOTES POST UP I J NE 2 8 T 16 C (1 POST GRAPHIC SYMBOL R � 3- Op \ Cn O 7'/.'LVL _ 3/A3.5 = i I EXISTING BEAM LINE WITH NEW LALLY DENOTES SUPPORTING POST I j COLUMNS. ENGINEER TO REVIEW SIZE I M (-) .UI Y Q ::FIELD w/C.C.. REINFORCING MAY BE RE ' �h SHEET NOTES >4 CU C - 'm III�M1 (B EXISTING JOISTS 1 T C T 1 i y oM1m h j I'____ _ __ _ NOTES: 1. ALL EXISTING FRAMING TO BE EVALUATED IN FIELD BY Z 2 II ENGINEER AS IT BECOMES ACCESSIBLE. 1111111111111L DENOTES STEP IN FLOOR, SEE ARCH DRAWINGS FOR ELEVATIONS - +q T 2-2xBPT 9r 2-2xBPT j 2-2x8PT 2-2x8PT H EW 2-B T®r s"o 'IL 'IL JL /'o 1 UJ _ _ __-_______(.a e_:vl9 ham^9�� Ab e„ III (_VLTH SMUCTUFAL DESIGN OF wZ I ESID NWCE WAS PERFORMED IN a N I ' i1A3.4 COMPLNCE WITH THE TTH EDITION •`m J +m ' N W OF MASSACHUSETTS BUILDING CODE A/RWELL OPENING .��, R.�\q i `J FOR ONE-ANT TWO-FAMILY J 2- r VL G L _ 1ag1 DWELLINGS.THE PRESCRIPTIVE REOUIREMENiS OF THIS CODE DO NOT' -- -- _ �I dloals¢prcl D APPLYPNSECTIONS5 1.1.1 ca Q NE ROB ED VL ALTERNATNEPROVISIONSAND I - 53T1.1.3 ENGINEERED DESIGN. VL 3- 4"Li L I I I NEW/5T CT RAL 1 1 1 UPP 2RT SLAB ON GRADE w/ Tj I 1 I I 6x6 WI.4xW1.4 WWF z 3 0 0 2-71,LVL j W -1 "LVL I _ z (DROPPED) ►-I yCl i%mI Z EXI TINGJOI T i E T/."LVL®16"OC 3_ 4,•L L 1 O 1 XIST NG fOIST - � 1 LL 1 —.__—_—_—_ _ _____ _ _ _ _ _ _ _ ___—_ — 5" 1— L - _ J _ —_—_—__.__—_—La g_�g--OEf �. Opp Ew 2xe T®16'O J x I i x L �LI� TEE CO UM Ft(U T B iEMIrY T. YPICL 4 LO A O TUNE OF EXISTING BUILDING 21A3'3 J I TI S_ 1 3L 2x8PT /" C 11 BACK EXISTING BAY WINDOW iS9N1°'e (2-SPAN) 1 J J IST TO NEW BEAM LINE For Building Pertnd Q NEW 71/"LVL 16 OC N+N (OWE,) VY wEvuvrl EXISTING DECK JOIST - 1�� 2 SO I I ` I5 LV �C\` FIELD VELD L3x3� 70 Sept.29,2010- COLUMN FOR BEAM SUPPORT f AS NOTED 1ST FLOOR FRAMING PLAN j,� 1/A3.2 vA3.1 S 1 ( �/ 2/A3.1 J Stale:U9"=1'-0' \' a t OF e m p m o ti z A O m io 2 n mm D m O z n v n n h, � r z _ O O p v ID "F 0 T z n v�i m z n dm 3 �A m n z^ G) AN e Z X Ut m2 N n IFm� o^T m Tn noo m m m hA < om Z-1 1— Y� n� — C 2x 24 C CEI ING - < i TaF n ocr I` ro Anr ILi_____ AIiT TmA m 7--t A H A X n,k K n by X '-';L N r p m In <y ti O mr i i ti p z r` jz a Avla„Iz Aanyo �+ Ha of n 2� ivl L T O m;SAT If n '^x c� _____ 3-N."LVL n Z A ;pow; § f aH_ 3-9Yz••LVL r 0 1 � I m m aon ' 'z q nonmz - m 2-g/i•'LVL � � I - I I N Z111 -T/"LVL__ 3-91z"LVL �L9.nsolp hamup_— i —'n — 3-ri"LVL y A Y I w I I SSA m ()FLL x6 16" L' W8x 15 N W8x 7 3 -2 SI TEA D E 015 0 n4 ro<� +�11' tfti %z'LVL LEDGER 9Yz••LVL ER a �2-2x6 �1 z�� t W8 8 W6 15 R -71/'LVL )FU L 2 60 6"0 iM X _3-T/"LVL - ox WI-Xi ti� 2-B'/z"LVL "heming _—_- • ;y n 2x1 ®1 "OC 2x®�6'OC '1 oym ` SS A Eft G OIST Z A F z 0 z x op 3-/z"LVL a 3-2x8 yz 3-11%" L B LOW BEARI G W LL WS eI5 T Ion (L W) Am o y yS yS yS m g A IoA og4. I I IA Ip= Tm I�z �^ �� Ffl � �Y nr!il A OiI.AjO nm A� IS pn I I I I p o� a= p YA o • w w •a' / w / w�, z � � w I w I w m me mn z o A z � T v ro A o � A ..Siegel Assode1%Inc - Sbur� l En9lneen - rwn.YWaasrcLas.mm g ¢ 2ND FLOOR FRAMING PLANgmo�� � m ~== Hayden Residence CIL �yH�m,Him f • m —� N N$ N9;�moc 80 Wachusett Avenue Hyannis Port, Massachusetts - ro 00 FOR ALL BEAMS AND POST NOT CALLED OUT SEE 2ND FLOOR FRAMING PLAN 2x10016"OC RAFTERS Architecture 2x RAFTER _LA— � . II ROOF SHEATHING - ' H I!PO BOX 410060 FASTEN HIPS TO W8 WEB ' I EAVE DETAIL PER ARCH DWGS ' 617-81B-7 1 62i 1 BLOCKING WITH 6-�F"mx6'• —T'-'--�- (v�1 '-1� h E1'$1'Y�.�:71 TIMBERLOK SCREWS 0" q �f R tALCl111 !.h B, T^ !T 2x HEADER - � a _ H W8x28 BENT II p SIMPSON HURRICANE TIE INFILL SOLID BLOCKING w/ WINDOW PER ARCH DWGS 1 II �1 W _U ry. F. ii SEE SECOND FLOOR FRAMING PLAN << II FOR LOWER WALL/ROOF SUPPORT Y (n II II 3 1 4T HEADER DETAIL SCALE:%•=1'-0• 21A3.5 fn -o O r v 11 OPEN - c - I IT '94 --_ _- _ �B� (n O _ ^ 2x 10 LEDGER WITH I ®1- LL ` 3-16d NAILS 0I6"OC I I i i 3/A3.5 •(n +� I •1 I 2.6 LEDGE w TWO W - 3-2x8 I ROW cu 16d AILS 16"OC - --- ""--------------- 4 NEW 2x109116"Of RS II x co fI I 3e..x EXISTING ROOF FRAMING, BEAMS, AND /O F�q I (E Iry6210" l EX WALL FRAMING TO BE - ---- EVALUATED IN FIELD BY ENGINEER AS EXISTING OPENING FINISHES ARE REMOVED. REFRAMING OR - -- -�= --- -� - REPLACEMENT MAY BE REOUIRED FRAMING AROUND NEW OPE I JG TO � �� ! .MATCH EXISTING FRAM/N. EPTH ma' — 21A3.4 Ui q - ge .�.. —_—_—_—_—_—_—_—_ I __ —_ _—_—_—_ —_ _ _—_—_—_—_—_ _—_—_—___ _—_—_—Cae#songs h9� - EX� 1�' L ENGINIEER TOLI A�UATES INE I LD. REPLACEMENT -ZI THE STRUCTURAL DESIGN OF THIS ,I AND OR REINFORCING MAY RESIDENCE E WITAS H EPERFORMED ITI OF PLASCOMK A HWITHTHE ILDEDITION ,i OF MASSACHUSETTS BUILDING CODE lIA3.4 FOR ONE-AND TWO-FAMILY _ FL �jDWELLINRSEC APPLYPERSEC0N5O.SAN-_-_-_-_-_-_-___ _ _ _-_-___-_ -___ _ _-_- -_- _-_-__._ _-_-_-li�eWlool9lppelf ALTERNATNE PROVISIONS AND 5 U ENGINEERED DESIGN. 4 �By G ❑ - Z W WO I I I (OFUl L 2x603 "OC CEIL NG JOIST G Ju> I I w/INEW 2x6 34 )C o H BET WEE E STIN W _ LL FRA ONG AR NO NEW ' npr ING TO I/.fA TCH 3-2x8 _ EXI 71NG FRAMING DEPTH I I W F AMING A'DUN EX PEN/ TO,MA CH X. LU I Izy BCpFH J ❑ - O r---- I O OPEN J LL —___—_� _—_\ —___ __ ___ _—_—_—Ta enffiiq-f�arnng� - Q M �\ z ❑ ---2lA3.3 'N� `~ U R I 1 �~ 53 - For Building Pemut ❑ I N� R; ( tii � +� .. nWlscx _ i Ryi tF I }x Z 3- x8 1/A3.3 J N T. NEV2.0016"O R0 TER - 2x8 LEDGER w TWO ♦ ,____------------- ------- ROWS 16d NAILS 016 OC ♦ —___—_—___—❑__—_ __—_ _ ___ __—_—_ ------ .� \� AS NOTED 1ST FLOOR WALLS BELOW ue ATTIC FRAMING PLAN _ \\ J � Scale:T/9"=r-0• 1/A3J CA� 11A3.1) �� L NEW LOW ROOF FRAMING IN Architecture PO Box 410060 Cambridge,MA 02141 61;-815-7571 � 11A3.5 ROOF FRAMING: 2x8 HIPS WITH (� x8 RAFTERS 016"OC - COMPRESSION BLOCK ' - SE SECOND FLOOR FRAMING - �1 � • IMPSON COIL STRAP FO TOWER WALL/ROOF SUPPORT CONTINUC US AROUND OUTSIDE • CD ACE Of WALL PLATE _ U) _ _ ___ _ _ _____ ___ Cae"9harmn9 AL LATE CONNECTION TO EXISTING CE NO N (� 70 B DETERMINED/N FIELD. MAY REOUIR - EW CEILING JOIST, SHEATHING AND OOITIONAL SIMPSON CONNECTORS N 21A3.5 � (B - OVERFRAME - � Q � . 1 I Z - I I L__ _—_—_ _____—_ Lo.exisun I'ng_ \ (n Q 31A3.5 3 Cl >� •E (a WALL PLATE CONN DO 70 EXISTING CEILING TO BE DEfERMINE., j NEW CEILIN JOIST SH A ADDI ON Slh ON CONNECTORS 2,4 LEDGER w/ TWO ROWS 16d NAILS ® ®1�" C TO ACCEPT LOW RAFTERS i $N P' ry I 21A3.4 WNam$. S j 1. ALL EXISTING FRAMING TO BE EVALUATED IN FIELD BY ENGINEER AS IT BECOMES ACCESSIBLE. eR. I A _ I_- _—_—_—_—_—`_--_—ra.exisOn9lanu^q /(� I. I, EXISTI G CEILIN BEAMS BE 'W _ THE STRUCTURAL DESIGN OF THIS EXISTING ROOF FRAMING, BEAMS. AND I ENGIN ER TD LUATE/N 1 LD R CEMENT -------; RE SIDENCEWASPERFORMED IN EXTERIOR WALL FRAMING TO BE I) AND R REIN FOR/NG MAY - D; COMPLIANCE wrrH THE TTH EDmON EVALUATED IN FIELD BY ENGINEER AS - OF MASSACHUSETTHE TTH BUILDING CODE FINISHES ARE REMOVED. REFRAMING OR �I - 'IIA3.4 - FOR ONE-AND TWO-FAMILY el REPLACEMENT MAY BE REQUIRED 1 I• DWELLINGS.THE PRESCRIPTIVE Af I _ _ ///��� RE OUIREMENTSOFTHISCODEDONOT —___—_------ _ — _— _— _— _—_—_ _- eYI5N19(_Mg/�J n\ APPLY PER SECTIONS S]01.1.1 ---- 71 = I = O04,62 RAME RO RAFTER V%THlxV,NBiEVIVLW e]D1.1d ENGINEERED DESIGN. ALTERNATNE PROVISIONS AND t' OVERFRAME TOWER R F I 1 NEW 2ND FLOOR.WALLS & OF FRAMING zQ EXI ING RIDGE I J IL z I i 2_2,11 II {l lie 0 T E ��. 61 u _ BEAM EN TO BE 21A3.3 IHIDDEN B ROOF FLARE For Builtlinq Permit 1 o _ ......TRIMMER x8 a s / s®ib"OC MIN IUWtR RAFTERS o — tIA3.3 REARING WAL BUILT ONTOP OF STEEL ¢ i BEAM 70 S PPORT NEW RAFTERS EXISTING RAFTERS O BE rvQ w HUNG OFF NEW ST EL BEAM - j ________________.__.__-________ - _ I - r -!-- _— — _ _ _ _— —__ _ __ _ _—_—_—_—_—_—_—_—_—_ a`x Seyt.29,2010 --- - ----- -- I- ------ - - — -- -- ------------- —Ln enswg/raring suue AS NOTED SPLICE RAFTERS OVER NEW BEARING WALL a LOW ROOF EAVE LINE IST FLOOR WALLS BELOW i� HIGH ROOF EAVE LINE FOR ALL BEAMS AND POST NOT CALLED l mu ROOF FRAMING PLAN R NEW AFTERS"OC Iq OUT ON THIS PLAN SEE ATTIC FRAMING o S4 RAFTERS Sale:uA°=1'-0° 1/A3.2 21A3.1 °G►ov ' /'�/Cr GENERAL NOTES : .•� '•' . ,f •" l .pi? sT 1.) Tf7C rs �, I .. gip,• INTENT OF THIS PLAN IS TO SHOW PROPOSED WORK AT LOCUS 1 f 2.) LOCUS AREA is COMPRISED OF: 00 •, _ 6 -� ti, �;` _ Q ASSESSORS MAP 287 PARCEL 083 DEED BOOK 17,069 PACE 094 .1• .-� ;`,". s �.%1 ocEw \`� \, LOTS 29 & 36 '� .�' EASTERLY HALF OF LOTS 28 & 37 �°' .;�; j • -:• • j,A�m' a o i ' 0 G�' ��'� WESTERLY HALF OF LOTS 30 & 35 i ff,;•• ' `�: :/ •' � �, ti � G�ry1 \ /, \P��. � AS DEFINED AT PLAN BOOK 111 PAGE 30 N PLAN DATED- 1872 AND HAS NO BEARINGS, DISTANCE'S OR AREAS ��. I /! �1. i , •a« z, �0e� �.-'� 1� / - -�. ` , // �� ^ I \'.� �� OWNER: ODREW J. & SHANN N S. HAYDEN Wn NC VIN RO AD 002465 �• fl \ V Hill 1 �� ff YA NNI S FFA R�BOR >O �• , ; Alt. 3.) PROJECT BENCHMARK: AS SHOWN ON THIS PLAN DATUM FROM PREVIOUS WORK BY BARTER & LOCUS MAP Scale: 1" = 10W �� 5 4, 1 �� �.� NYE, INC. �1" / ,� }- 4•) ZONING INFORMATKNN ,t�, O ti� i '�• ; 1• O ZONING DISTRICT : RF-1 (Residential) CURRENT MINIMUM ZONING REQUIREMENTS: MIN. LOT AREA a 43,560 S.F. MIN. LOT FRONTAGE MIN. LOT WIDTH 125�. \ / FRONT YARD - 30' SIDE & REAR YARD = 1 ' AP OVERLAY DISTRICT + _ 5.) A 111LE SEARCFI FINS NOT BEEN PERFORMED FOR TFIIS SIZE IF DETERMINED TO BE NECESSARY, A TITLE SEARCH SWILL BE PERFORMED BY OTHERS. 6.) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD NEORAMTION CONSISTING OF PLANS, DEEDS AND PREVIOUS WORK BY BAXTER h M'E, INC. THE DOSSING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY PERFORMED BY BAXTER NYE ENGINEERING d SURVEYING ON JULY 9, 2009. -1 Q C�Dl► 7.) COMMUNITY PANEL NUMBER: 250001 0006D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, A NON-HAZARD AREA. tK o 8.) EROKINMENTAL �� $ • SITE IS NOT Wr M AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL COMM). ' �.� GP�P�'� �� — , �„►' / / �• • SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER QPQ / / �'' / / ?�• - NHESP MAP OCTOBER 1, 2006 TSTIIATED FMBFIATS OF RATE WILDLIFE'a FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10).• / P, �� / / - • SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2OD6 00 \ / .�4,� ti ` O`' CERIEED VERNAL POOLS �° G�- �'yt`O0� oi�� \ /:' J gyp, �,/ 4 , •SITE IS NOT WITHIN A PRIORITY IABRAT PER NNESP MAP OCTOBER 1, 2006 'PRIORITY v z / �' C�' HABITATS OF RARE SPECCr FOR SPECES UNDER THE ENDANGERED �F�c �y��'�°j' QQ �,�o �,' / ♦ A. fie. �' SPECIES ACT, REGULATIONS (321 CMRIO). / \ C� / 01 ,' / ��` �i •CIS NOT WITHIN A STATE APPROVED ZONE N GROUND WATER RECHARGE PROTECTION \00 , , ��' / • SITE IS NOT WITHIN A ZONE OF CONTRIBUTION TO A SALTWATER ESTUARY (B.O.H. 36D-45). tibO�O� ; ;/ 9.) UTILITY INFORMATION SHOWN HEREIN: - oQ 00 P \ • THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTNJTY COMPANIES TO LOCATE ',\(LALL DUSTING UTILITIES�'ti0 O r' \ \ ' ' ?�• DOSSING UNDERGROUNDAT LEAST 72 HOURS INFRASSRUCTUR PRIOR TO THE tART OF CONSTRUCTION. THE LOCATION OF E, UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO TH09 SHOWN HEREIN AND HAVE BEEN RESEARCHED BASED ON THE AViMABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RE996 l.E FOR , �''� ,�° / G�,�P _ ANY AND ALL DAMAGES SAID WRASTRUffURE AND �MIGHT BE 8E IF F13IONED THE D CONDITIONS DIFFERS FAILURE TO PLAN INFORMATION,THE •� '�� CONTRACTOR SHALL NOTIFY THE ENGINEER I IMMIATELY FOR POSSIBLE REDESIGN. \ '�� �`� , �� r �•�P • EXISTING SEPTIC SYSTEM INFORMATION OBTAINED FROM TOWN OF BAIWABLE TIE CARD 8-647, DATED 11 06 98 BY A & B CANCO BY FAX: 07-1 - UL. � / / 5 2009 WATER LINE SHOWN ON THIS PLAN FROM HYANNIS WATER DEFT. DATED 6114194 BY FAX O DATED: 07-10-2009 I �'� ; ��' " \r�\ • A GAS METER WAS LOCATED AT LOCUS AT THE TIME OF SURVEY. GAS LINE AS SHOWN vt ON THIS PLAN FROM MAP PROVIDED BY NATIONAL GRID JULY 2009. • ELECTRIC LINE SHOWN ON THIS PLAN WAS FIELD LOCATED INDICATING OVERHEAD SERVICE FROM UTILITY POLE 17/2 ON WACHUSETT AVENUE BY FAX: 07-10-2009. \�� SITE LOCATION — 80 WACHUSETT AVENUE _ ,�w _ 7 e-� �� P --- �° HYANNIS PORT, MA ., o1atN- o PREPARED FOR C LPG --� ,�d� ---i \ \ AIX ANDREW J, A SHANNON S. HAYDEN \ _ • y1� rn F' I TITLE G� \ Septic System Plan CIO 9 BAXTER NYE ENGINEERING & SURVEYING `; LEGEND Registered Professional Engineers and Land Surveyors S V�7 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601 HOUSE BE �p AND FULL �pA� ElBOUND Phone- (508) 771-7502 Fax - (SOS) 771-7622 _ _ �• d3' BE CONSTRUCTED. NEW FOUNDATION SHALL BE 24• FUR71iER OFF LOT LANE (NEW OFFSET 5.3'). 4 HYDRANT -0- UTILITY POLE SALIVA OF M, s - - 10 0 10 20 ,�''�",.� '�n s SCALE IN FEET ••r�, /' / �� GUY WIRE WATER GATE 1"= 10• 916 o �� `_Y , � y "�! ELECTRIC METER \�st� AsT D4Q' ® GAS METERCT / y�zoll , . n -''- - - • - __- OHW OVERHEAD ELECTRIC UNE Lu =� �� 4 SAW 2/22/1 REVISE SEP TANK & NOTES DATE: 07 08 10 TIC Cl) — w WATER LINE OJ 3 SAW 1/30/1 REVISE HOUSE, GARAGE & SEPTIC LOCATION t3• 2 SAW 0/4/10 PROPOSED HOUSE GARAGE LOCATION rn ^\ o ■ P!1�5 1 SAW 9/29/10 PROPOSED SEPIX/ADD BID. I'm 4P DATE REMARKS MM NE Y SWECKE BY: DRAWING NUMBER EXISTING E 5J S PTIC PERMIT#20104105 c I 0:\2009\09-030\CML\PLOT\2009-030—SEP2.dw 2009-030 tT 0 CONSIRUCTION NOTED 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED APRIL 21, 2006, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY �yp�/�' pp��' C LOCAL RULES & REGULATIONS APPLICABLE. 1 1 rl AL SYSTEM PROFILE 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED NOT BOLE NOTES: WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. 1. ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS. 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR APMXIMATE TOP OF INSPECTION. DfiS11NG FINISH FLOOR = 24.0SET ALL MANHOLE COYERS ID Ir _ FINISH DUSTING GRADE = 22.0f RISERS a Cowls s�L BE WATERTIGHT � 4. ALL SANITARY DISPOSAL SYSTEM PIPING 70 BE 4" SCHED 40 SET COVER TO 6' OEM FINISH GRADE PVC. UNLESS OTHERWISE NOTED HEREIN. RISER & (AVER SHALL BE WATERTIGHT AM HO(M 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE "C FINISHED GRADE TANK = 22.0t SEr FM 00WR To WM $'CF HORIZON" , FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE GRADE ~ �� � GtaIDE. R� rt COVER SU BE LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR WMERTM 15.255 TO THE TOP ELEVATION OF THE SAS. 3' MIN. cADE owtR7cN�. STEM �' 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN 4' SCH 40 PVC :7" 9 min Cover LESS THAN 3' OF COVER. ' MIN. MI FIRST 2' (TO BE LEVEL) TOP OF PEILSTDNE = 19.5 2' OF Xi='�' DOUBLE 36" (max) Cover INV IN = 18.7 H.t ' MIN. 14. 4. NV OUT=18.4 2' 4" �' 40 PVC 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE PVC TEE (SEE TABLE) [6* SUMP LONH3RE 7E�Iri1CNNrG GRINDER DISPOSALS. GAS BAFFLE 4 �-. 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT ,rr ,:� W W 17.5 0 0 0 0 o H= o GAS s " N '.; o0 00 0 0 E= 00 00 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL REINFORCED CONCRETE,--, BAFFLE BAFFLE 6 CRUSHED 0 0 CHAMBER STONE EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF STONE BASE s cRt�sHIED uNSUIrABLF saps, oroouHrtERED BELOWTHE EL. - 15.5 EA4 CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT STONE BASE P W ELEV (TOP OF SAS), SHALL BE REMOVED M 5' MIN �' - 1>4 LOCATION BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING ::..t - _ ,�. •e• .• ?' THE 'C HORIZON' AS REQIM - SEE CONSTRUCTION MA$H® STOW NOTE /5 HEREON. i No Groundwater Observed O Elev. 6.9 UTILITIES ,BEFORE THE START OF ANY WORK. THE LOCATION OF DIBTTIrT10N BOX O'F20) EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE ML ABBORF"STM MW 1 CHAL WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND GALL ON LON TW' -� ARTN MT SEPTIC TANG NS HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS ST-2500-H-20 OR EQUAL REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE Htow LINE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE uouo DEPTH INsEPT1cTAWoEP�HI � �� TEE EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN 4 FEET 14 I (M INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER 6 FEET 24 NICHES 5 FEET 1 INIVCF�:S IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS,7 FEET 29 VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH 6 FEET FOU�cHIE$ PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. 4" (8" H-20) 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE -I 20" DIA(-_ SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE 44' _ _ _ _ _ _ _ _ APPROPRIATE UTILITY COMPANY. ® � ® ® OQ 4' ® ® ®_® ® ® ®_ eBoow�c�tAOETO 8r-6" SIDE VIEW 9' NK-36' wx COVER r PEAS►ONE OR GEOTDW FABRIC .. . -7t• sue.: .� .*..r.-t!i:.:Y�• .'.r.�.,»�:,w:-��.�. :�•. `::fj,•1':•L• jr;H �tj,:a nk• Q . ! •n may..^ ':C IN' WUBLE :a'�i..•4,r. „ :��^ :.< i. �yr,. DEPTH24 . u:,:S i;,;: _.i_: :zr=- *•~J_- �..:«�, yutyoW •�= ^- ltr tip 4.!.. /':•- Q :�.t' •,lJ. l.,r %f:• �• ��:.�.... ,1}"_'••-`_ham 't' _.. •.!�:; •s .;._.t::.-•�,..� ice►;✓. ...- ..:a.+; ''' _ 'L.:. ;s:i. :;:':i1!'. - 30 4.6' 3.6'. --4 20" DIA 4.8' ' CONCRETE LEACMG CHWEA DETATT (H-20) 4' 77 y, NO SCALE 4 .y _t ,Yti-�r a', ..#,•l�y�'t.a• �.-�'.'�1�t`a!Y..r•��'i]:_:- tT•i... .,�,: •'I TYP. TYP. 8.5' PLAN OF LEACHING CHAMBERS SITE LMMN AVENUE Pam' VIEWTT 500 GALLON LEACHING CHAMBERS 80L LOW WE•�2� NO SCALE P-M HYANNIS PORT, MA ., 02U7 CONCRETE LEACHING CHAMBER DETAIL SOIL EVALUATOR: B DAVID A. CLARK, EIT BOARD ARD OF HEALTH AGENT: PREPARED FOR (H-20) GLEN E. HARRINGTON ANDREW J. & SHANNON S. HAYDEN TEST PIT 1 TEST PIT 2 ON G.S.E. = 22.5 on G.S.E. = 20.9 TITLE LEACHM AREA REOUFi AEA DOW 8CH®ME $&AM A ; I OYR 5/3 ; LOAMY SAND A ; I OYR 5/4 ; LOAMY SAND Septic Detail Sheet PROPOSED FINISH FLOOR 24.0 " 1 . SEWER INVERT SEE F - SLAB ELEVATION AT HOUSE AP� 20.9 CO B ; 10M 6/6 LOAMY SAND B ; 10YR 5/6 ; LOAMY SAND B�R NYE JG ENGINEERING G & SURVEYING RESIDENTIAL: 7 BEDROOMS ( MAIN HOUSE (6 BEDROOMS) x GARAGE/GUEST APARTMENT (1 BEDROOM) SEWER INVERT AT APT. 18.9 CONSTRUCTION SEE N x 110 GPD/BEDROOM SEWER INVERT INTO SEPTIC TANK 18.7 NOTE 5 48" 48' CONSTRUCTION Registered Professional Engineers and Land Surveyors N TOTAL DESIGN FLOW = 770 GPD SEWER INVERT OUT OF SEPTIC TAW 18.4 NOTE 5 78 North Street- 3rd Floor, H n GARBAGE GRINDER (NOT INCLUDED) = N/A SEWER INVERT INTO DISTRIBUTION BOX 18.0 C1; 5Y 6/1 SILT LQAM C1 ; 1OYR 6/6 ; LOAMY Hyannis, Massachusetts 02601 SEWER INVERT our OF DISTRIBUTION BOX 17.8 MOTTLING 0 1 OYR 5/6 Phone - (508) 771-7502 Fax - (508) 771-7622 N PERC RATE = <5 MIN. / INCH (CLASS 1) SEWER INVERT INTO SAS 17.5 96' CLASS II 84" CLASS I LTAR = 0.74 GPD/S.F. BOTTOMOF SAS. 15.5 �� of �q _ C ; IOYR 8/4 ; COURSE SAND C ; 5Y 6/1 ; SILT LOAM , MIN. LEACHING AREA OF SAS, REQUIRED: NO GROUNDWATER OBSERVED TO ELEVATION 6.9 2 2 10 0 10 20 / a 770 GPD 0.74 GPD/S.F. 1040 S.F. MIN. TC�NFr� ' Vp BOULDERS, COBBLES FEW MOTTLES /- = 158" CLASS I 120' CLASS 11 �=` SCALE IN FEET • IOYR 8/4 ; COURSE SAND No a'° =- ' NO WATER OBSERVED " �4✓ vim r . -- PROPOSED SYSTEM: 10-500 GALLON CHAMBERS WITH 4' STONE ON ALL SIDES (BED CONFIGURATION) A EL 6.9 BOULDERS, COBBLES 3 BOTTOM AREA: M' x 25,01 =1100 SF L' 168' CLASS I //i3N SEPTIC TANK SIZING: 770 GPD x 200% = 1540 GALLON 5 SAW /13/11 REVISE NOTES 1ST COMPONENT = 1540 GALLON 2ND COMPONENT = 770 GALLON 4 SAW 2/22/10 REUSE SEPTIC TMW NOTES DATE: 07/08/10 USE 2 COMPONENT 2500 GALLON SEPTIC TANK EXISTING SEPTIC PERMIT#20104 05 3 SAW ' ' REV+sE H01 GARAGESEPrIc LOCATION J 2 SAW 10/4/101 REUSE DETAL & 9rVERTS J 1 I SAW 9/29/ iHEiA9E PROPM 9M f ADD ao. NOTE C 2 NO.I BY DATE REMARKS DRAWN By' MIN D SAW ICHECKED BY: DRAWING NUMBER 0:\2009\09-030\CML\PLOT\2009-030-SEP2.dwg J 2009-030 LEGEND ��-� 19,9 SITE PLAN GENERAL NOTES HynnnisDQrt �- Existing Contour AVESUE Scale 1" - 20' A.) Neither driveway nor parking areas are allowed Mass. /�� Proposed Contour TSGTOS l Record Lot Area - 20,000 S.F� over yste system unless N-?0 components ore used Existing Spol Grade WASH- 21 9 or 0.459 Act and system is vented. 43.1 Proposed Spot Grade _- 2 B,) The designer will not be responsible for the system 4 - w- Water Service _- �� l as designed unless constructed as shown. Any changes OceanQ -ohu- Overhead Utility Line(s) must be opproved in writing by the designer, d -u- Underground Utility Line(s) e R � C.) Contractor Shall be responsible for verifying the oln - 9- Gas Line O 00 location of a0 underground and overhead utilities prior G I � TH Test Hole and/or Boring Location �.-•�� ; � X �1� 5 _. to the commencement of work. \J98 t� \ Percolation Test Location a�fA'\vrJ0' ■ Concrete Bound (C8) a T. Septic k D.B. Distribution Box 11 7H G� SONS TRUC TION NOTES SAS Soil Absorption System u 0 20 9 t.) All construction shall conform to the State � LOCUS PLAN lA Reserved for Future Soil Absorption System _ Environmental Code, Title 5, and the requirements of the n i rII, Utility Pole 3�. U loco/ Beard of Health. ^y i ❑ Catch Basin ' TH-1 Tire Hydrant 023.6 O� 2.) Topsoil, subsoil, peat, or other unsuitable or ZONING REOUiREMENTS ' Y `' Ice 5 im rvious material 15.2.55 1 x 2 I 8 Pe ! (•)� shoo be removed rive (5) Tree or Hedge Line _ Z� �.!-- PO r feet laterally in all directions beyond the outer P X 21.9 21 Wtl Water Y Y Perimeter W [75.000 Reference to 310 CUR 15.000, Title 5 jO of the soil absorption system to the depth of the naturally X4SEE occurring pervious moteriol(s) and replaced with fill in material meeting the specifications of 310 CUR 15.255 (3). r� NOTE 2 V1 k [i.5.25501"1 \ _U Vfk 2 \ Vent 3) Sept,c tanks grease tro s dosing chambers and i �`r _ O. 9 p()• 9 O r� !n distribution box(es) shall be set on a /eve% stable base V� i -q << 3 � _! I ` ' 1) whichhas been mechanically compacted. If the _�_ -- _ - Y component is placed in fill, proper compaction is required f� &` "-��,�^,BSERVA TION HOLE LOG t 1 �� � to ensure stability and to prevent settling; native ground t� ` with a 6 inch t::nr base is otherwise adequate X -�'�mp & Ref [15.22 1( ;?. TH./1 T.H.12 x 2"' ` f ".� t 1 Existing Dote of Test 08-21-98 Dote of Test 08-21-98 ' �1' 4.) Base aggregate shall consist of 3/4" to 1-t/1" double Existing Existing ' R.A. i Cesspool washed stone free of iron, fines and dust and shall be n Depth 0 Grade 23.6 Depth 0 Grade 20.9 Garage ' 'R X 20.4 installed from below the crown of the distribution line to w the bottom of the soil absorption system [15.247 �1)]. Base � 11 eggregcte shall be covered with a 2" layer of 1/8 to 1/2" J Loam edam I x F �lV •N MARK: double washed stone en of iron, fines vnd dust [15.217 (2)]. n Sono Sand �� 25 2_ ` Top of Concrete Monument (CB) 10YR 5/3 1OYR 5/4 I "� r _ Elev.-21.25 (Assumed) 5.) From the date of installation of the soil absorption _ system untli recdpt of a Certificate of Compliance, the . llf J _ r - ` parrmeter of the soil obsorptiorr system shall be stoked end 8 22.9 t6 19.6 ' 2323 J '',a ^3 - - flogged to prevent the use of such area for al/ activities X ' -" / se k -1 y C) -- which might damage the system [15.246(2)]. RI 8 B �9 a� o CB Fin d. L Loamy Loamy i z 3 .,° S', Q Fi.) The Board of Health shotl require inspection of all o [Sand Sand construction by an agent of the Boord of Health and the [�1 I j 10YR 6/6 10M 5/6 j 22.9� `�\� -^ .. -, '' designer and shall require such persons to certify in writing ' that all work has been completed in accordance with the 122 2i.6 1 the terms of the permit and approved plans. 46 hours ` 48 i 19.6 46" 16.9 Q X z3 X 23.6 Of t advance notice is requested. Loamy ° 24.5 sett and parce+Wo water ' Pump & Fill $i`,�aa TAM DESIGN CALCULATE Loam 10YR 6/6 5Y till c/O49 , TcW Existing Cesspools �...�\ r ` 1.) Basis of Design mottling10M ,%6 a�a - Num Otheber or Bedrooms: 5+ (J 84" 1.3.9 a^ , 2 ' \ ' ' 2.) Design Doily Flow S.woge Flow: 550 GPD Clogs a C� 2.6 -- PoWn oter 2 I TO 3.) Septic- rank Capacity v� Silt X 23 4 Pum22 7p & r ll� Required: 1100 Gal, Q� ExiSf:r) Pra�ded 07600 Im vOl. �. 96" ---{ r5.6 Loom _ --'�. g 4.) Soi! <bsorpt;or, System Capacity ` r m till - Ij few t (e S/�,�f 1 Required: 5?0 GPO mottles j}n./� GPO �_ or Coss /l l v � Provided' 566*+ ) 02 G Beef 5.) A garbage dsposol s s(Q] permitted with this design Coarse ' 120" �-- { 10.9 1 � � Sand y �. [>veoing roorns _ 2 = 5,5 Design for 5 Bedrooms i4 C i t r E� 2 4.5 3 I •[((15.33 + 1 + 2) x 36.82) + (73.33 x 2 x 2)] x 0.74 go/ySF boulders C e cobbles + Coors Class l Sand 1OYR 8/4 22.7 3.9 X slope 22,7 Class I -� 1 \ \� Raise manhole cover to within 6 inches 158" ?o< 168" 6.9 � �G ` - � l o/ f%n,'sh grade using precast concrete riser, Representative of Approving Authority: Glen E. Horrington, Borstob/e Board of Health 22.9 r j� X 1.4 \ X 15 19 7 I concrete blocks, or brick masonry. So;; Evaluator' David A. Clark, E!T i 1' '' Percolation Rote: 1 date 08-21-98 t 2 min. ' -2" layer /nf 1/8"- per inch in Coorse Sand; Substratum C2 j QJ \� washed scone 12 dote 08-19-98 could not maintain - O v x 20.4 � �J �� No Water Encountered. /� O I ` \ _ _. ❑ f _ - J 21 1 _ Effective ❑ ❑ i . _ . . _ .. _ J ^ Q> I /�3 FL 18.87 2 Depth ❑ [� i _ _ washed store V \ 5 o v - ❑ ❑ ❑ �V(�, - Shp J - - - - - Bottom of Leaching Facility AVENBottom of Test Hole 6.9 PROFILE OF SYSTEM �T T F E�fect;ve width ,5.33 ^ Not To Scale US '(J.I F,'n;sh Grade 23.3 C14 B"m%n. Finish Grade !?.1 �"-' Finish Grade 225 WA i Raise covers of the septic tank with pre-cost concrete Eve . 6" water tight risers over Inlet and outlet tees to within 6" -'� of finish grade [15.12B(2)J � I 22.5 ??.7 ?1.1 (, 36" max ----� _ /�a_ fI -�� (2.2) 9" min -� (1.5') 36" Elev. max + 21.0 FC19e 7 - . 3.0' Raise manhole cover to within 6 inchesv. I of finish grade using precast concrete riser, r� r Y• 3� l Aib1 S P. ` concrete blocks. or brick masonry. �' ��, 2X minimum slope (2 X) (1 X to 7 X) 1X minimum slope 1X minimum slope Ye / / O !�1{, U 6" min. Flow tine 6" min,��= _-?� - - - - - _ - ❑ - - _ washed stone r �i� n' 2'" o r f i B"-1 2" 4" schedule 40 PVC Pipe -�� _ _ _ r _- ❑ _ . _ - _ !( E',K� .;I L / I10" min. I 4" schedule 40 PVC ripe ^6"m,n. Gullet pipes from D-box small remain level for of least -_ - ❑ ❑ ❑ ❑ ❑ - - t-i R46,� 'R84 "r X / 14 ( I /`` J 1 feet before pitching to soil absorption system [15.232(3)(c)J. _ .. _ _ - _ I Elev. - r. . 77 1� / 1 u Water test 0-box to assure even distribution 15.232(3(b _ __ _ _ ❑ �� ❑ ❑ _ `Schedule 40 ( ! ) lJ Effective 18.87 - _ � *} c Elev. - I E/ev. = PVC Tee j E/ev. = ( Eiev, I Eiev. = j - _-_ _ Depth 2' ❑ ❑ LJ ❑ ❑ _ _ - _ - _ vshed sllons " f 48" in. - 20.B1 19.99 I � 19.74 I 19.60 �.g.43 � _ _ __ _ _ _ I ❑ �-I ❑ ❑ ❑ ❑ _ I El t --J _ - Bottom of Leaching Facility Date: 09-29-98 Distribution Box ,� -.zs�--I I�-3s-�) �^ Septic tanks) shall be installed on a 4ii / stoble base DB--9 Scale: 1 a - 20 Pie Run P that has been mechanically compacted and anPe which 6 (10' min.) inches of crushed stone has been placed [15.228(1)]. 1 p S Protect No.: if1 - 4,• IM gallon Septic Tank F` 7' .-.�-� �"'._-___. 4' Bottom of 'est Hole 6.9 �� � �I Effective Length 36.62' - b-2406-01.0 U Copyright 7998 cry J c� 1B t-t-- Leaching Galley hse 1�; Drawing NO.�- 1601 A E,'dredge, Quigley & Clark Sheet No.: 1 of 1