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HomeMy WebLinkAbout0035 LITTLE RIVER ROAD - Health (2) F?,- Cittle River Road r I� i (I TOWN OF BARNSTABLE \I LOCATION /M,,:b Cj*,-i- SEWAGE # VILLAGE �7u l ASSESSOR'S MAP & LOV 53 ,$OZ INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY 1 �S`a60 L} yt LEACHING FACILITY:(type) 7 0n2'-l_\-L4.5 (size) L�}CSC NO. OF BEDROOMS- WELD R PUBLIC�WA �ER �, BUILDER OR LW.� DATE PERMIT ISSUED: ( DATE COMPLIANCE ISSUED: �J VARIANCE GRANTED: Yes No Il I 0 ,D( 41U �-`� 2 ASSESSORS MAP NO- No......_� 3I6 PARCEL N0: 1 FEB .......... l6--tip..... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE ,�l liration for Di5 mia orl ri d�fl itr� � � � t � ur#toat JJrr it yea � Application is hereby made for a Permit to Construct ( ) or Repair an Individual Sewage Disposal ..ystem5 �3 �-r-r-L_G— 200�D Tl c tol,-Address����o kJQ-� v�E 1 E5......... / owner Address Installer� Address UType of Building Size Lot..�za OOU..._..Sq. f et Dwelling— No. of Bedro Grinder (oms-......_. .............................Expansion Attic (�� Garbage Grind90-) aOther—Type of Building ---------------------------- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) a' Other fixtures ------------------------- ----- - - W Design Flow............j 5......................gallons per person per day. Total daily flow.....77d_..._...........-_.......gallons. WSeptic Tank—Liquid capacity.- gallons LengthAQ—..�... Width. -. -.. Diameter---- De P th_ x Disposal Trench—No. .....A--------------- Width-----lb.......... Total Length....'q....... Total leaching area..... ....sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution box ( Dosing tank N05 ,1 ~" Percolation Test Results Performed by......- r�..N tea........................... Date... 1& ----- .._..._..... � — — a Test Pit No. I.....4.�.minutes per inch Depth of Test Pit----P----------- Depth to ground water 7)-.Q'-d—X 0 tW fZq Test Pit No. 2................minutes per inch Depth of Test Pit_----------------- Depth to ground water.................... a -----------------------------------•--- -----•----••-••-••-•--••--•- •-•••----•--•-•-••--•...........•-•----••-----•-•-•-•-••---•••-------•••••---••- 0 Description of Soil....._-" IYI�tQ �dZl SdU� owls...L.=.�tN �z WlY(V�� U i�2(J'' `J `I� �!c�fV � �' '" u...�-C.. xvE�-- V Nature of Repairs or Alterations—Answer when applicable............................................................................................... -•---•------------------------------------•-----------------------------------------•---••---•------------------......---------------------------....------------------.........-----•-••--••--•-------- Agreement-. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued b �theboard of health. Sign . Z --- .y Application.Approved By --------- - .. e... f Application Disapproved for the fo owing reasons: .... ... .. ... .............. . ................ ......... ......--- Dace PermitNo. ..........L.. V!^--- '.. ................ Issued .................... ..... ..............................._.... Date 53 THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliratiou for Elio wi al Worko Toa titrurtiou ramit rt}`ZVI Application is hereby made for a Permit to Construct ( ) or Repair OO an Individual Sewage Disposal System t A t •- n locatimi -Address -� or Lot No. ft12 TE+Ui�.::: = `�\1-Ca--�.?LX� j.tCif- tG� -1 ES a4-----------------------------------••--- fowner Address ..----------••-------•------------------------•--- •••••••-•------------•---•----•-•.._......_. ._...-----•--------------------•--•-•-•--.. Installer� Address .� Type of Building /--7 Size Lot__C 2_t_0UC?......Sq. feet r.t Dwelling— No.' of Bedrooms._-_�_i___7...................•___. ----Expansion Attic (60 Garbage Grinder pa, Other—Type 'of Building ____________________________ No. of persons_______________________----- Showers ( ) — Cafeteria ( ) a ^ Other fixtures . --------------- ------------------------------------------------------------- W Design Flow..__._......5�______________________gallons per person per day. Total daily flow------=0........................gallons. WSeptic Tank—Liquid capacity__15 gallons Length_1Q-_G___ Width__ _- .._ Diameter_- ------- x Disposal Trench—No. __-_-_ ------------- Width.....! ---------- Total Length__`" "_._..__ Total leaching area_____ ....sq. ft. Seepage Pit No--------__-------- Diameter____.-----...____-__ Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution box ( Dosing to k (ye.5 ,t ~' Percolation Test Results Performed b 7 NAP.....................__ Date---._ e/2 ................ 1.4 ,a Test Pit No. I.....4.Z minutes per inch Depth of Test Pit----Q----------- Depth to ground water...[A-0L-�loxcc7&I 7ec) Test Pit No. 2________________minutes per inch Depth of Test Pit.................... Depth to ground water--____________________-. Pd - Description of Soil. "- Satyr ..L4����__'.........................R�'l)(�Sowt l___ t S 2^ ---------- - U C� �c�2-SL_.__�'`.�__i�lv�_.._�u^�, - rV ... ...---------•-•----------------------------------- -•--------•----------------------"--•--------------._....------.._._._._...._..---•--•-----------••--- U Nature of Repairs or Alterations—Answer when applicable-------------------------_______....._......__.__._.____-_-_____---_._.._.....______._..____... Agreement: ,{ The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITL=E 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued b the board of health. Signed .-- o,- ...... Application.Approved B - - - _... ... ..�c��,.4 --- -g--.... Application Disapproved for the fo owing reasons: ...__._....._..._.............. I t --------------------------------------- Due Permit No. Issued .............................E!...........-------------------------- .. Dace, E THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of C omptianre l)-?6 %z-p,fl f THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( x ) by -------------------------------- ---------------------------------------------------------- - --._------..._----- ----- -----------------------------------------------._--------------................ In at ....... .. _a-.T_i-L- -----C. ----Z0.F-11-C) .......C-0. 7'1U---f 1--------------------------- .-.,-----------------.------------------------------ has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. _ ,r _._. Inspe o f - ........ DATE...... �'.-.�.�j.= �'�-✓ _...G��L�E -•---------m- -- ---___ ---�-__ -- .- �_-- - — - - — THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH C� TOWN OF BARNSTABLE No. /--5 :.. ./ FEE........................ Permissionis hereby granted-------- ------------------------------------------------------------------------------------------------•--•----•--••------•--••---------••- to Construct ( ) or Repair ) an Individual Sewa e Disp psal System at No.......52—-LI-C --• l.--L-•-............. -------------------.................. Street .^ f5 as shown on the application for Disposal Works Construction Per 'z O .�(�_______________ Dated___.___>-.-17____-. _........ �, .��.� Board of Health DATE......7-------- ---.....-''°--------------.......,-%-"'a�'------------------•- FORM 36508 HOBBS♦f WARREN.INC..PUBLISHERS 15 O �\ V r I LEGEND I \ \ 'O PROPERTY UNE \ ! 1 1 ,F ! O PROPERTY LINE SETBASETBACK Lu 1 Z \\ I O ` JOHN 18 J NEAN ENTWISTLE - / lOZ-1 O• \` /1 ———— MAJOR EXISTING CONTOUR (��//s) NIF \ \ SCOTT HORSLEY \ 28.01' -. �. l0 1 — _ _. — MINOR EXISTING CONTOUR \ / ..../i/" / LINES OF NEW DRIVE /\1_i J- I I /T___________ __ __ --------- EXISTING - t _________ \ P' - , \\ NEW CONTOUR GARAGE 1WE5 OF EXISTING DRIVE— jo' EXISTING I STORY > `ZO EXISTING SA.S \ � \ I / '- REMOVE LARGE \ •, 0 COTTAGE a i„ TO REMAIN /•; \ TREE Ai CORNER \\, i EXISTING TO RFAWM w o /' ` --- _____ _ '_ - \ 11 `,• 200•RIVERFRONi BUFFER ' L PORCH ` - .-r••• - / / - /�' X. TO REMAIN _ • ._-- W� \ �' 50'ENHANCFMEM BUFFER ZO /'' _ FEMA BOUNDARIES Vr OVERHEAD WIRES 18 HAYBNLS REPRESENT\ I/ //////�// / /• ,' PRO SFD TERRACE `` a _ LIMIT OF SITE k k = CONDEN50R LOCATION , \ r • i - ____ _ l�\ _ r ++ - E%LSTWG SEPTIC PROPOSED DWELLING % Y " \ • \\ \ \ \ k \ TANK AND FIRST FLOOR \ �f \ ZO X X 1 \ PUMP CFIAMBER ✓ 'l . LNES OF IIDRI EXISTING BUGL 17®' AND ATTACHMEMS COMPIEElYREMOVFD 17 0` LIST OF DRAWINGS TL \ \ y _ \14.6 i i // T ONS l- y SITE PLAN L\ \ \ \ 1 Z 14 '(/, --- OEBE RFMOE _ / CONDENSOR LaATI _- AZ TERRACE PLAN BASEMENT PLAN \ \\ k \ / / -. PROPOSED TERRAL� /`• -. A3 .. k I - - \ ••� b` i -' -- ---- / . \ _ A4 FIRST FLOOR PLAN. \ 10 L ` 4 '(_ t A5 SECOND FLOOR PLAN $ k ___ _____ A6 EXTERIOR ELEVATIONS ///// // ,. ', _ /•, ND ELK.- Q -1. ( Q . DerwELLs ,,y \` ROPoSED \` /. v` A7 EXTERIOR A8 BUILDING SECTIONS A9 BUILDING SECTIONS AID BULLDING SECTIONS _ wI Al 1 BUILDING SECTIONS tl {f- / A'12 CHIMNEY DETAILS R ^. A 3 INTERIOR ELEVATIONS A14 INTERIOR ELEVATIONS uj r®,, ` \ \• \ \ 'F \ A1 5 INTERIOR ELEVATIONS INTERIOR ELEVATIONS V ollA -- _ All INTERIOR ELEVATIONS A18 INTERIOR ELEVATIONS A- \ - \ 3'HIGH FENCE OF PT HAYBARS REPRESENT LINT \ .. _ ` A 19 INTERIOR ELEVATIONS k WIRE AND GALVANIZED - \ \ OF SITE DISTURBANCE -WIRE FENCING d5[,Y•. '�MAYBArtS REPRESENT UMiT � •' S1 FOUNDATION PLAN \ - I �/• OF SITE DLSTURBANCE $2 FOUNDATION DETAILS L: S3 FIRST FLOOR FRAMING PLAN L 1 5-` ` S4 SECOND FLOOR FRAMING PLAN 4 •�'� ' S5 LIVING WING ROOF FRAMING PLAN �g;, v. 15 \ r V - S6 BEDROOM WING ROOF FRAMING PLAN '+2, -•1 1 DJGL•3 57 FIRST FLOOR SHEAR WALL PLAN 8 SCHEDULE �, k 58 SECOND FLOOR SHEAR WALL PLAN&SCHEDULE \ - \ �^�EXISTING �1 ` . � � X 12 l CONCRETE lO ` 1 N I MP1 BASEMENT MECHANICAL PLAN BASES _.•` � MP2 FRST FLOOR MECHANICAL PLAN ` S --- 1 l' /( • / \ / MP3 SECOND FLOOR&ATTIC MECHANICAL PLAN DATE SEPT.17,20D9 \, \\ k k - \ , �`✓_ [� I�l ! \ l MP4 PLUMBING PLANS REVISIONS � ` � Q SEPT.28,2009 L \ , X• \ ` El BASEMENT ELECTRICAL PLAN X •k \\ \\\ _ ——— -� - V E2 FIRST FLOOR ELECTRICAL PLAN I - - E SECOND FLOOR ELECTRICAL . - I - _ ` \ _` — — I ! 3 PLAN 1 — ' t{ o WELL PIT - i � � Al SITE PLAN / 1 ( LOT INFORMATION .OWNER: ARTHUR PERRY JR.B JUDITH KOZLOWSKI • 1 } ADDRESS: 35 LITTLE RIVER ROAD LOT AREA: 62,480+/_SF i• I •` 12 MAP: MAP 053 PARCEL 003 \ ZONE: RF 1 #6 `\ I r - `•- \ ' FRONT SETBACK: 30'•0" - \ -37 15) ( I \ REAR SETBACK: 15'-0" u \ \ SIDE SETBACK: 15'-0" Estes/Twombly < WIND ZONE 2-110 MPH f' S �\ \ \ y 79 THANES STREET . ( .\ .• \\ �\ x' /� \ `i \_ NEWP'ORT RT 02840 TEL 401 846 3336 FAX:40184828I8 \ `• WWw.ESTESTWOMBLY.COM PARTIAL SITE PLAN KY t� \A 4 + - �r�LJ R • DRIVEWAY " CRUSHED STONE / CURVITURE OF WALL TO m� ",,-BE LAID OUT IN FIELD '-4' '-41'-4' S-0• t7'-9' T-Y. • _ l'STEP I $TONE WALLS-TYP - I 1 4'STEP /-SOUR PIPE TO DRYWELL DOWNSPOUT 1 EXT I DOWNSPOUT --_- 9M 19 I LOCATION ON I41 I 4'STEP- ______ _1- _ 6'RtSERS--- i ENTRY BENCH--_--_-_ _ II it II ...:II.•.___I.).'...._i- __- .___._-- BY OWNER ____-_ _ _-_____ 0 � O DOWNSPOUT 1 SOLID PIPE DRAIN BELOW 1 _ - - / 1 11 Ir II II 11 II IYERRAOE I GROUND TO DRYWELL 1 6'.16'BLUESTONE J 1 I III I I I I 1 I 11 L I Al- SLAB I I STEPS - r LINES OF ROOF ' ` 1 >• I II I I 11 11 11'�, 11 I Y 1 ( PITCH Y.'IFP y.l• . OVERHANGS 1 11 II II 11 II II II I _ .I II II If �� 1 )• t It 1 - BLUESTONE PAVERS IN i } 1 RANDOM RUNNING BOND-1 ,} 1 l , 1 e 5'-0' DOWNSPOUT LOCATIONCie ®�I ' CONCRETE - 6'1•-0' I RETAINING WALL 3'd- I BLUESTONE PAVERS IN Cie I - ` RANDOM RUNNING BOND ' p.... , DRAB)TO l DRYWELL ' 1 i -- —_ J y' _.._._- IPL Y-/fi SQL®PIPE I____ Ep -� Ep-. �;-"� I•J6..�TJ._- DOWNSPOUT GRANSCREEN PORCH TERRACE SP *EDGE STONES 2• THCK.12'WIDE LE- T \ PAVERS AT SIDE W/�v +•1'. FIRMED EDGES 1 i f k .-k `. _ 1 "�1•'.\\ DATE SEPT.17,2009 TO DRYWELL , I I { 3•.6• Y- _""" """" _ 1 REVISIONS y - \ """ "-" 1� \ ,•} - 1Q SEPT.28,2009 , L ------------------_-_-__-_ __ 1 ',o SLAB STEPS ,} 1 \ •EDGE OF •Q SPA `\, areas a�r..r INSIDE AND OUTSIDE \, .' \ -� •t ,� EDGE OF SPA REMOVABLE PAVER FOR 10 L D'.RISERS % L l` �� ^ rN�In..srr..r.....w.�a \ {p EQUIPMENT ACCESS 1 """ '� w ra.. ......•y�mwa DOWL•LSPOUT LOCATION - - POST CENTERED \, t\� }tm0 I\ ,, """"L """" """ \S-Y 0• , UNDER RAR M STAION DOWNSPOUT LOCATION t f3t ORANINBOTTOMOF1001 , , - SOLID ORAN PIPE TODRYWELL TERRACE PLAN \ EQUIPMENT ACCESS PIT �IN1$ WINDOW MULL 5tJE 4 ,%V1_SE-E SITE OCATION PLAN FOR L 197E PASSPh•,i , 1\1 Y/HICK X 30'STONES PC .y w/FLAMED EDGES 11 it C EXTERIOR LINE OF HOUSE TRIM TO DRYWELL _ t, EQ'D \ 3 tGH FENCE OF LVANIXEDWIRE ENCINAND Estes/Twombly GALVANIXED WWE iENCING EXT - PARALLEL TO SIDES OF POOL 23 _ f J TO DRYWELL 79 THAMES STREET NEWPORT RI 02840 TEL-401 846 3336 TERRACE PLAN n1 FAX4018482818 W W W.ESTESTWOMBLY.COM 114' 1,Ow a 24'0.24' DEEP SUMP PR -7777 i SOt1D CONCRETE 'E, ..41 SLAB ON GRADE ,, ------------------------------- BASEMEN y Cie PODSHED SLABtz HA- BASEAkENT 1. p p p I 1 CRAWLSPACE e - TQOWEL$LAB 23 Y. DATE, ',SEPT.17,2009 SMOOLM REVISIONS ---------------------------- L--------------------------_ L____________________- 11 It, LEI /'..�+t \ s... mn��.n��.����,• .. •l r�,...�,�s 1 BASEMENT PLAN Estes/Twombly ' BASEMENT PLAN 79 THAM'S STREET NEWPORT R)02840 114"=1-G" TEL 401 846 3336 FAX 401 8482818 W W W.ESTESTWOMBLY.COM N M o = r I 32'-O' " 46'.6• • 1. w � y. 6'-61i 16-30• _ 22 01a I ENRTY 21%G' M GUEST BATH KIT KITCN KIT TIEN / ' ' ' • 3'-3 ' 7-9=i ' I '-2:3-6_ ' • ' ' 2.6 3'.2K• .2'.OK' R.O. R.O. R.O. R.O. R.O.; R.0. RA. I 5 a• �• '10--2% �x• 2 10 93:. 10'-R7: --- -------------------- ----- =-1---� --- - _ TONE WALL TERRACE WILL BE ! Q o � i pl;_ REVISED W/LANDSCAPE PLANS _ I O O It PORCH . < PANTRY o r n i � ❑1 tY 10 ai � KITCHEN 0 I w a ! p 1 GUEST I i I � �^ �__ —0---_ , `\ F {� (♦ BATH I ________ ______ _--__—_ ®tl'G�{3i T,. V_l I r _ 1 x_. .. IFONIN I I "1 _ I (�1 ! ry�Q Q7! 'I 1 1 I I 1 LIVING _ :1'_ .. _ �11 ___P09,YE?y� C 11 7 O N _ i I I I ❑ IED 1 I I ]l' p L__J .L _J e I i T S f • 1 - 1 5 N A D 5-1X 3-1X' DINING I 1 '. W;RY -_- ' I O Q 3' / . ELI I 3X---- --------- ��— — --- -------- -- _ 1 t1� `O M17 WINDOW 7@ > 1 GUEST BEDROOM 1 1 ,I !R `• 0 3 O o> ` Q I b I 1 _ i t All 8 1 t Oj <`• \ x o m • ❑ STUDY T 1 1 '---- — HALL - - 1 - - - 1 STUDY I, - I O O .�- I � '17 � 17 I.I © ___ OI - .� .. __ •13 — � 10 � ,`� 1+-11 .4. LAV ,' S,G Il\tu �� _ i I.___—__.--_--. __—____— _____________ _ _ _ . .n 1� ! SCREEN PORCH i TERRACE - - to. Eti 1t -O = - to IS i 2•THICK I2'-TDE { PAVERS A7 SIDE AL BATH FLAMED EDGES i \ I\ IC 12 ,1 1 e �❑ DATE SEPT_17,2009 o „ _ ; REVISIONS = I _ ._.1:_ — I I �t ,� ('y �- �\\ f 15t•, 1'� '�_ STAGGERED SEPT_28,2009 TLKI WALL \ \ 1t ® NOV.13,2009 5'2% 1 I y8- S Y• 1 5'-Y:' -G I � - 3!i 3'i: - SPA STONE WALL&TERRACE WILL BE - _ _ \� �, \1, �� _ MASTER BEDROOM REVISED W J LANDSCAPE PLANS - .. � ... � t\ - u 0 �` WINDOW SEAT O 1 ST FLOOR PLAN R.O. R.O. 6'-20 3'-2%' 5'-3'/: 3'.8'F: 7'-1%' 7'-B:L: 4%9s' f 7'-li' 1 10.6'Y,: I 10'-6'1;: a.0. R.O. R.O. RA. ''1 R.O. R.O.' �* R.O. I$"�I- R.O. 34'.91: , O t �� GUEST BEDROOM OaRNG/SCREEN PORCH LIV WG/ENTRY: 1 �� l B B A9 , 11 3.11� •R-O. 1 Estes/Twy mbly 79 THAMES STREET 1 ST FLOOR PLAN �1 NEWPORT RI 02690 114•=1"-0' TEL 401 846 3336 • FAX 401 848 281 B W W W,ESTESTWOMBLY.COM - n•23'• 3•r ' IOFT - ` - LLJ _ -------,1 1'-5Y." , B'-0• 3'_IY- f- j1S. 2'-11- 7-11' 1 i 5-- )—�- A I 7-13- 3• �715-1 STAIR U$' 1K- ISi IY.- 2' 2 2' A.O. R.O. P.O. R.O. R e 1 I__1 r--_I—_, O O I --1 I ;--o--o—-o 0 . LOFT I6 ^. 1 I KOCMEN 1 I KITCHEN I 1 B4TRY i I WP.IDOW , , WNDOW , 1 IHVD I STAI \ 1 BELOW 1 \ 2A-a SA*ATTIC t✓ - GVTD.ON BATH '- ` LOFQ7 Il` © T L ACES�TCN w '. AIR. 1 p I C -" \ t G E c \\ l GIOSEI DOOR e— _ a 3: 1 ! f t� t1 ` l - n" l MALL t `1 O i a I Co [ Ix w , �_ 17 , :O s � l S - Sr' TQ- ______________________.—__--T --__—__—_— _ J BATH I8 —_—__ STAGGERED STUD WALL t , 3'-5• 3'-1 WINDOW SEAT\ \ A. •mil , t {,o t\ ✓ CENTER BEDROOM 1 1 b 51Y Si TOR STAIRLu ' I . - I •}I T, 01�. 4 1 1 1 \\ _ ` l:8't� olo. y� , O \ m 1 ; - - • ,{• O O t \ 1 t\ p1 1, 6 4 10 1 'ril �f. i , END BEDROOM E%POSEO T¢Fi115 - t \ 1 1 20 • ; STANDING SEAM , ,It1 ,, W¢JOOW SEAT - S7ANDNG SFAM ` �MEIAI ROOF¢xG .1/ 1 , } _ GUTTER AND GUTI-M t DOWNQSPOITf L DOWNSPOUT 1y �DOW115POUf tt A11� .0 41 1` _ •{ aOSPMALr val"G+_ 1 0- p , REVISIONS SEPT. 009 DATE t 7� , .,ulxwltu w¢u1RJw •1 0. 1 O 1 1 t 11-0 i — SIMIDMG METAl400FBxG AT _ . DOPMERS-TYPICAL • A5PF14ll SI¢NGIE \ -1 3- X Ica � I t y s,�.� 1t 1gp. 9.:.,y um •n +r+r.v.,.e.o-, .... CHW.NEY CAP ,• 1yy GtrttE¢4ND 1 gp AY• g loo"BmNGIE POOFU.G : � ROOFWG 41 i; ________ ____ _ _ -_ -_ •,:' PLUMBING YEMI y 2ND FLOOR PLAN �1 k 2ND FLOOR PLAN DOWIySPDUT GUNEP ROOF PLAN ¢OOFw.001,G - • ' G MFIABRANF t } ¢OOFWG }1 , -- NGtE ` \t' _____ DOMTSm R ',•',, OOr¢vG /I� /I� nUIITJN GUitE¢ •\4t, 1;1 ..�1' � K � 2 GUTTER AND . DOWNSPOVT t OpwNBPOUi - p GUPEPAND---��� ',,`11 ,"•;�- Estes/Twombly = `a 79 THAMES STREET NEWPORT RI 02840 ROOF PLAN euni-IN Gurlea - - 401 843336 FAX 8 28 ' n DGwNsvouT fAX 401 8482816 T�g'_1•-O muBRaP:E WWW.ESrFSTWOMBLY.COM ROOFuvG ' STAINLESS STEEL CHIMNEY GAP STONE VENEER CHIMNEY MITER TRIM AT EY BR WINDOW ' -W INDO E O - _ -- STANDING SEAM METAL ROOFING AT DORMERS TYPICASHINGLEL - --- - _ - ASPHALT SHINGLE - ROOFING-TYPICAL E% , _ _ CORFIER BOARDS A( 11 'E WIIE%POSED BEAM -1• `-''-' I SMALL DORMERS r __ [-EXPOSED RAFTERS MEMBRANE ROOFING 2 J / GUTTER AND 1_ % 1IG11T lOC- G E%r DOWNSPOUT --I i STANDING SEAM METAL GUTTER AND _ - II 1 - ROOFING _..-- I .! .- pOWNSPOUT� _ ____ ____ ___ _____ IXr __ _ ___ i / E%r HOOD EXHAUST LLOCPOSSIBLE KITCH�N � E%r FM ___________________�_ 0/1 - I it/1 it GUTTER AM DOWNSPOUT ' J IM FP IK- la I WOOD SHINGLE SONG B FABRIC m _ ;I.. [ _ _ PANEL - •1_.__._-.-.... __ ... .1 ..1-!I.. 1 T- rat'•_ _ _- r- _ - f -l•J.- 1 _CA)Y V TR, UNDER/ I I lY WATERPROOF I SILL I I I 1 7U, -STONE TERRACE WAIIS I TT IGHT LOCATIONS 1 I / ---------- 1 a8 BOARD SIDING:6-+.TO L WEATHER \ I I STONE WAIL&T ' 1 ERRACE WILL BE I I ('' LI I r REVISED W/LANDSCAPE PLANS - - lRVeS of FOUNDATIONONE---_I Die NORTH ELEVATION STAINLESS STEEL , aE5 STFO Z _ F CHIMNEY CAP •1 n �1 : STONE VENEER CHIMNEY _ P c DATE SEPT.17,2009 REVISIONS J`\ NOV.1J,2009 -I r J. CORNERBOARDS At MEMBRANE ROOFING SMALL DORMERS E%r I'! - _-1. , _'1 i _ - Exl OVER TAPERED OJSIA. s e E% - ' GUTTER AND i L _ - _ - - +r� sw.na,•®e.na DOWNSPOUT \ _ - _ ._ PVC TRANSOMS 2iJ 1 BRACKETS «.... (�®I�� i2i Zi I jibJI3)�-I�1 / N. WOOD WOOD TRIM AROUND - ^ SHINGLE SIDING WINDOWS AND DOORS--_ �qy �y� I �` C+J��fff t 1 IXI rR SCREENS IN WOOD WOOD SCREEN DOOR I J _�1.- FRAMES Exr IE FABRIC FABRIC FABRIC , - 1 FULL-TRIM BOARD@ 1- I IMPACT IMPACT I L IMPACT _ xl BUILDING CORNER - I 1 PANEL. ANSI PANEL / I__._ _ _ - 2'MICI(FIAMED ELEVATIONS ..- _- _ TERRACE EDGES W/2- -CANOPY-TO HAVE--- - IJ 16 IJ _ OVERHANG STONE VENEERED _� � I -TRIM- ___.___-L�-. _.- _ _ _ ___ - TERRACE RETAINING ' ____ WAILLS WS�-�-._�.-__-.-. •� - -. WATERPROOF OUTLETS \ -WATERPROOF OUTLET ' _ - AC CONDENSOR ON /1' 1,\-EXPOSED FOUNDATION I (I ` - CONCRETE PILL CNTD.-_J I BETWEEN WINDOW I CONCRETE AND EDGE OF HOUSE I RETAINING WALL PROVIDE AZEK BACKER _ ' _PROVIDE TRIM AT EXPOSED ' I 11� r -I FOUNDATION '�UNFS OF FOUNDATION _ ESTeS/TWOLTI ly Q L---------------------------------J I _-_--_______--_______J• • 79 THAMES STREET r L, WEST ELEVATION ---------� PORCH INTERIOR LOOKING NORTH �1 PORCH EAST ELEVATION TEL: Rl32840 36 /�p�� //F'�\� TEL:SDI 896 3336 a 1/A..=V-Q. p / 1 i•-Q/a _ C 1/a. FAX:401 B/R 29I8 _ - �/ VVVJW.ES7ESTWOMeLY.COM . U-1 E%T f CARRY MEMBRANE UP ROOF 17-,� EYEBROW ROOFS WITH VERTICALLY UNDER SHINGLES STEEL HOEDOWN BRACKETS STANDING SEAM `-"- !�_—� _� L��{L•y{IM� 1f. 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HALL- EAST HALL-SOUTH HALL- WEST O 1 _ - GELLING FAN WITH i^ /—IAIIILOCICNTD, ON ROOM .� •� UNDERSIDE OF MAIN - - .. - - •.• - ROOF RAFTERS FALSE CER.WG LINE OF ATTIC FLOOR TRW TIGHT TO DORMER - /li PIASTER FINISH TRIM TIGHT TO DOWER ' 1 I EO. EO. - PIASTER FIWSH ON A 'llr WALLS AND CEILING p � � ag T— �_ �`�nalb SUPPLY 4 iU OI GRILLE FALSE RIDGE ROUND EXPOSED PLASTER 1 WT CAP ENDS 1 It J i FINISH I, 1. r I HIGH SIDE OF WINDOW 1 . WT 1 HIGH SIDE OF f SEAT CENTER ON `I WT �, ,.4 - �,. WINDOW MULL AND SILL 1 19 PIASTER FINISH WINDOW$EAT/ i RETURNGRILLE ---- 1� WALL n __4 PANEIED WINDOW SEAT 3/eu35vE6 P�7 0oaao , _ I �_ LB ITT € o. o. 2Y' I I 2".0' 2Y: o. o. 2Y' • 7fi' _ 2Y'TIP. - CENTER BEDROOM-NORTH CENTER BEDROOM-EAST CENTER BEDROOM-'SOUTH n CENTER BEDROOM-WEST E F 3/8"=t'-0" 3/8"=t'-0' 3/8"=1.0" .. v 3/8"=1,0.. E • DATE SEPT.17,2009 - - REVISIONS • SEPT.28,2009 ,. • CEILING CNTD. , .' ON ROOM. .. _ 4 _ PLASTER FINISH A 1 7 PLASTER - RETURN GRILLES-TYP. OF T CIEFUNGDORMER -WALL AND YYY OF DORMER { _ / CEILING FWSH 1 -- - PLASTER FINISH t TRIM TIGHT �t / ` LIGHT FIXTURE ER PIA - TO DORMER INTERIOR i$ FmASH 1• ELEVATIONS y TRIM CUT WALLS AND 1 CEILING i WINDOW AND SILL c- TO Ri I PLASTER FINISH EO. JEO_ r 1 I I IN I HIGH SIDE OF WINDOW 1 i; F v I I j• I 1 19 19 �MULL ON HIGHER SIDE -- PANELED - --4 ] , S IN7 I LT_ I — __ I WINDOW$EAT—� r� Cj o I Estes/Twombly -- � , 79 THAMES STREET 2YINEWPORT RI 02B40 2Y• G. 2. �- o.I o. �- TEL 401 846 3336 END BEDROOM- NORTH END BEDROOM-EAST END BEDROOM - SOUTH /� r-o 1 END BEDROOM-WEST `" I a4S2818 IVI � WWW.ESTEST`/vOMO!'/.COM 3/8"=j,_0. 3/8"=t,0" 1� 3/8"_1.-0. 3/8•_1•0" 6 SINK SINK qqq-^ —� PLASTER � IEOI EO I 7.0. PLASTER FISH 2'OVE RLAP UGH ,' LIGHT FIXTURE T FI ALIGN W/ -- fIKIURFS TM TIGHT TO L/ I1I aHOOKS-AND ON DOOR MIRROR SHOWER THE - _Ill oQ6-0'A.F.f. MIRROR I SURROUND. TEMPERED GLASS 1 I \\` - SIDE PANEL 7 PIASTER FINISH- ` -„-'._. TM1ED SURROUND I ! 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Iml Bv r OPEN TO I DATE SEPT.17,2009, PANTRY REVISIONS - - * 7Q SEPT.28,2009 ,/ TA NEWEL WITH WOOD ooD KANDRAn AND J �VVV I rw 9 INTERIOR LOFT STAIR -EAST E LOFT STAIR -WEST ELEVATIONS Estes/Twombly ' 79 THAMES STREET • NEWPORT RI 02840 _ TEL-401 846 3336 FAX:401 848 2818 W VV W EST EST W OMBLY.COM I 1 _ 1 7e'-a" ' 31'-6' ♦ ` b'-0' � 17'-11Y.' 7-615 � 7-7X' ' � I _ T 1 S2 1 I ----- -_-- _- 1 i- i-r I T SIM 19 I I, BASE FOR STONE♦O,____ ________________ J \I 1 TERRACE WALLS I ___________ _________________ _ __— Y 0 a Y DEEP 22-bK 52 I I SUMP PIT _ I I ' I BASEMENT FLOOR SLAB: I I o B CHANGE W I D I 1 + 1 a'POURED CONCRETE W/6X6 VNWF and b M4.I I I S2 WALL HBGHT—\ 52 1 1 I �I VAPOR BARRIER OVER HT012'OF COMPACTED I L--I----- \\ 1---- ----------------\ i ` STEP TOP OF FOUNDATION __________ ________`\_______T_ _____________ 1"CRUSHED STONE BASE USE GRFEN BOND - I _ -DOWN BY 1'-10"AT 7115 BREAKER BETWEEN EDGE OF SUB AEA OTHER I - \ 1 I POINT MATERIALS L--_--______ 1 4__t _____-_-L _______ _____________________ A I 1 11X' i 1 I \ 1 v{ URE A-FLOOR 1 - ARU i0 BE 1 1 .VATTED CONCRETE WR 6X6 WWF and 6 l iFILLEDM0. 1ED SOLO �. � i 1 � VAPOR BARRIER OVER B i0 2'OF I { \ COMPACTED I-CRUSHED STONE BASE.USE 1 "�- i - a n E 4 4•. 1 1 SLAB ANC OTHER MATERIAIET WEEK EDGE OF I r \\ {\ D 1 t 1 1 I I I 1 I 1 1 S 0 1 S2 i 1 ^1 \ 1 ! 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DATE EVI51 17 2 i - REVISIONS O BEARING WALL -� •,` 1', �`• •,� •,` •` ,•, , I S�" rn- m..�,°,.w-a^ .a nn 2.4 EYEBROW FRAMING '`- 1 ` ., •.\ ,'` ',`•i,� \,,1 •.` ••\ ''1 •` ,1 1 O w rn=a .�... -.-... \. '� '\ `l SECOND FLOOR �0A FLOOR FRAMING u(z1zx6��,/�/_� ,o, 1 , �HVAC SUPPLY OR PLAN&FIRST FLOOR n11�. , o• ',®, RETURN GRBIES TYPICAL CEILING FRAMING 1_\ ,� CT(2)2.6�Xj PLAN 1,\ 1 CI(212.6 `C21312.6 IA 0 SECOND FLOOR FLOOR FRAMING & FIRST FLOOR CEILING FRAMING PLAN w 1/4'=1'0" - NOTES. Estes/Twombh7 1.COORDINATE FRAMING LAYOUT WITH 79 THAMES STREET MECHANICAL&ELECTRICAL PLANS AND INTERIOR NEWPORTw 02940 ELEVATIONS TO ENSURE PROPER PLACEMENT OF GRILLES,FIXTURES,AND OUTLETS&SWITCHES. TELL 401 846 3336 FA)C 401 848 2818 2.SEE SPECIFICATIONS DIVISION 6,SECTION"WIND WWW.ESTEST\VOMBLY.COM SPECIFICATIONS'FOR HOLDOWN&STRUCTURAL MEMEBER CONNECTION INFORMATION. ---- 2.10 MAW ROOF RAFTERS(?p 14'O.C. - RX5'. RJ_5's 2a LOW ROOF RAFTERS Q 24'O.0 NJ_]'s - �. 2.8 LOW ROOF RAFTERS LOr 24'OC, • ' WITH 2.4 RAFTER TARS SISTERED TO MAW RAFTERS 4.8 CEDAR RAFTERS OQ 19)EQUAL SPACES WITH 2.4 RAFTER TAILS SISTERED TO MAIN RAFTERS LAP A MIN OF 2'-0' NOTCH RAFTER TARS DOWN TO 31i LAP A MIN OF 2-0' " CL WINDOW CL POST 4 WINDOW IHD-1 IND-1 1M0-/ C64x POST I�-4.6 C54.6 C64.6 CEDAR POST I CFDARPOST CEDAR POST -T1(2)2aBIIHEADER (2i 2npB1IHEADER -I212(8 1 11 ��T1 1- :1 __1_CVI rO FIT,I -I_-1. .� . I CUT tO HT 1 1 CIIT TOH I 1 ► Y( ► ► (I ; r" t " I I- II ----r--- -'`--y� 1 -= P yR6i6 -_ RB 16 6 P 0.B I6 d.l CEDAR AM Ail CEDAR EAM 4.1 CEDAR AM 4- I I 1 4-f IY I 1 -µ J; C2 C2. I., I I. E� l „rr�� _ l 2x4 RAFTER TAMES SISTERED IZ� �171 I; r131 - li,r IMD-2 IXD-1 iO MAIN RAfIER5 AMW.OF .., t'IRB-IlJ� 1 i- 2z6 _ r r r r 7 2.6 I I IH': I , I I ,_ (3)2x6 HEADER 13)2n6 HEADER Tom_ 2'-0 n=a - -1B.(3h2.1O L`�L FLUSWOEAM _ • (312n12 LVl UFO rl I I4x lFDG __ �� _ 1312z10lVl HEADER _ I/ R -��.-1 ..yyp{�. I 1}- �}- 1 mingip _� �}-- - �. r - y -rl -(3�1a60.10ER-� i �,7�� NE p ..-� =- N1,1rb BIE�ACICS - - ( •-- ,1�:-- � �+ , [J'V��S'1) 114i 2a I AR (t1)2x Rd4 I 1 1C-1212x10 j i ddd ddd 2.8 JOISTS FRAMED it d I l _ .,_It ` SLOPED TO DP-AIN '�... Iol i !-_�9 _�_'i 2� m �+•.i rj t _ m .: rm i �,Ini i i `'21 W'0 BEa 2,LEDGER RB-13 (2)2.109EAM - h ; n6 POSTPOST I I I�• I- .DOWN 10�I11 I I i ? _� i r I I () i �QB,ITW000 D4F '_ I I'_ I �- R 11�}�;. HEADER I J-. ( (212x12 LYE RIDGE _-I _ y I A_ �) -_ ' 2 2l4lVl SRI -_ _ ___ ddd111212n1 LVl Wtx -_I - --_- 1 1 I I I 1212.11111 C r110V�MDGE( IW\4 1 1 I I. I I I I6 I I Id66 j r • r r r r .ISTEEbAWAE LEDGERr . r . r r 'I . r r r S�_ I I A11I POST] P+ iPOST ifl Ig i i HD-3 91 ,P111 �hI1I(3)2n101V1 FlVSH HEADER I _ III,II� ' ' • j r :t ' 11 I �I I I�' I I I,� u u W/DOUBLE lAIX STUDS _ _ �Il�'�� _ _ = L --Lf--,,1E'k� t- I-- - -t1 1I 1 - - �`1 - . �I TI LL 2a ED E dfl- 11 ,-I� I i 1 LLffA31. CS 1 4 iI f)2.141�M41t(Hllfk 11 I3)/+4IV 2 RP14I j li)2.141', 1^YI II Ii C2 (212. 4.4 I13 2x10 L ER(H 1 4.4 �.. (])2.6.l :: :: " o CI CEDp (])2z6 lVl NEARER(LOVI) :4.4 : W/DOUBLE)A(OC STUDS , ++ :NJ DOUBLE JAIX STUDS 1 •M//DOUBLE lAO(STUDS r ' N ( �I A fl 71 2.6 V M 1110 fj1 11z6�'L HEAT ILO 11.6 HEA R ILO�'fI1 I - Y i1_II 1 10 _pl_17)2. '-=i POST I j ICj i iPOST� --i� _ 11 ';,ii _i _ _II- �i,, i� f� I II II (2)2.4 SUBFACJA -- C D�AA POST r ' `C64.6 ) 121 2.4 SUBFAOA -_-- 2�•^77� 1 CS 4.4 -11--- CEDAR POST, 11 CEDAR v0 I 1 OI3 I I I I I I 3: CS Ono IS .��4z6 POST `C6 4x6 POSE IL C6 4.6 POST \Z\ F 5� ..I iA O I CEDAR PO T I CONTINUOUS CONT04000S CONTINUOUS 9 TO 3_ G x�oo LC.A OST /I I �•8 CEEILR BE IG I I\ CS Ozn t _ OSEPT.17,2009 r 4.6 CEDAR a R r -CEDAR POST i REVISIONS r I 4n4 POSr j RJ-6'. Ri-W. I Rl-6'. 4X10 CEDAR RAFTERS�4XIO CEDAR RAFTERS 4XIO CEDAR �Q(3)EQUAL SPACES @(J)EQUAL SPACES I Q 131 EQUAL SPACES NOICFT:D DOWN TO NOTCMED DOWN T : _ ,1.4 RAFTER TAILS 4.4 RAFTER TAILS 4.4 RAFTER TAILS 1 RJ-4'. FM 2.10 MAW ROOF RAFTERS Q 24'O.0 WITH R,IY. . (2)2,4 RAFTER TARS SISTERED TO MAW RAFTERS -- _� _ ONE EACH SIDE-LAP AMW OF 4'-0' All. LIVING WING ROOF FRAMING PLAN (A 1:R �IO LIVING WING ROOF FRAMING PLAN 114 _) D NOTES: Estes/Twombly • 1-COORDINATE FRAMING LAYOUT WITH 797HAME5 STREET MECHANICAL&ELECTRICAL PLANS AND INTERIOR ELEVATIONS TO ENSURE PROPER PLACEMENT OF NEWPORT Af D2B4D ` GRILLES,FIXTURES,AND OUTLETS&SWITCHES- TEL:401 8463316 FAX:401 849 2816 2.SEE SPECIFICATIONS DIVISION 6,SECTION-WIND WWW.ESTESTWOMBLY.COM SPECIFICATIONS"FOR HOLDOWN&STRUCTURAL MEMEBER CONNECTION INFORMATION- .. T, .. 0 F F— I 2a6 DORMER RAFTERS @ O.C.a6 DORMER iAPIERS Q 16'O.0 Rl-3•s _ I 16'O. W/2ad LADDER W/2ad LADDER TRUSS 2.6 DORMER RAFTERS I TRUSS EAVE OVERHANG 7n' EAVE OVERHANG W/2a4 RAFTER TARS 1 2HD-4 i i (21 2a6 HEADERS I—Cl1T TO AT ,' .. .2HD4 HEADER—. ......__ .. ... ._ .__. 2.6 CUI TO HT . I _.... .. .. C1 17)2X6 C3 (21 2a4 SUBFACIA 2-2ad - 4 6 POST N, DOWN TO J\LBRr�] Et' R t A°SN�_D?'— G�y mO£HEADERII o,5 ; " e•61'OST DIffADER TO 1111�2a12 LVL MIDGE' dab POST #1 . _ �!'•'i,_/ BB � `CI(2)2a6 , , f (,2aa H4 C(1T Tj FR M 2ad SUBFAOA , � ® � - -- .. .. - --- - - - ` m Lu�,_ _ RL3•s 1 '` ZP v"/ Q`���''�� _/ /\o _ !� OZ\S• 1�_ 2.6 DORMER RAFTERS IQ T6'O. - - - '',NO M CI(212a6 , _ W/2ad LADDER TRUSS 'mQ EAVE OVERHANG I 11j o p / + `A. OIr (212.6 2,2a6—�� , ' N � 2 2a6— /1.�_'�RB0 B /'. Q;a Q�e DATE SEPT.17,2009 J REVISIONS. +' Cl(2)2a6 '•, Zo ' '. /3 % PE TOE `-�"�� e.s.., .r.:_Q".. P O y JZAA Eoi DOWN TO HEADER m 1 Cl(2)2a6 BEDROOM WING, DORMERS&LOFT ROOF FRAMING OEBROW RT.FT�S PLAN BEDROOM WING,DORMERS & LOFT ROOF FRAMING PLAN �. 114"=V-0" NOTES: Estes/Twombly Q 1.COORDINATE FRAMING LAYOUT WITH 79 THAMES STREET MECHANICAL&ELECTRICAL PLANS AND INTERIOR NEWPORT RI 02840 ' ELEVATIONS TO ENSURE PROPER PLACEMENT OF TEL_401 8463336 GRILLES,FIXTURES,AND OUTLETS&SWITCHES. FAX:401 848 2818 21 SEE SPECIFICATIONS DIVISION 6,SECTION"WIND W`WW.ESTESTWOMBLY.COM SPECIFICATIONS"FOR HOLDOWN&STRUCTURAL MEMEBER CONNECTION INFORMATION. 7750# 2 000# 3000# 3400# 340I0# f .I, _ 250 plf LSii".,�5 q ' i 1SP8 0 O o a o d !I to . >r"l:` ALL SHADED WALLS - ISP91 •', � I ==-_, . --._-..._ '• /- �TO HAVE 1/2"PLYWOOD SHEATHING ON ONE FACE _ - I ! /—INSTALL PLYWOOD NON ENTRY SIDE OF �5P2 WALL d a _ 9 �g O INSTALL PLYWOODE J : ON DINING ROOM . SIDE OF WALL , 205 plf SIMPSON ABU46 . SIMPSON ABU46 0 . 1 POST BASE ,POST BASE -- CL \ SIMPSON ABU66 1 SP6 !` 15P7 I SIMPSON ABU46 POST BASE /- POST BASE m j' ALL SHADED WALLS a TO HAVE 1/2"PLYWOOD , 2410# o SHEATHING ON ONE FACE - 1V3 - ❑ -c — a- 0— . d First Floor Shear Wall Schedule % , jSpS Mark Plywood Attachment Holdown Connector n ?, —INSTALL PLYWOOD `` ; ON MASTER BATH pq� SEPT.17,2009 F 1 SP1 8d nails at 3"o.c.at edges,12"o.c.intermediate Simpson HDU5-SDS2.5 SIDE OF WALL' , ; DATEREVISIONS 1 SP2 8d nails at 6"o.c.at edges,12"o.c.intermediate Lap Plywood per AA203.1 1.5 t 1 i 1485# 1SP3 8d nails at 6"o.c-at edges,12"o.c-intermediate Lap Plywood per AA203.1 LOCATION OF SHEAR 13P4 8d nails at 4"o.c.at edges,12"o.c.intermediate Simpson HDU2-SDS2-5 p - " 1 WALL HOLDOWN. SEE 1SP5 8d nails at 6"o.c.at edges,12'o.c.intermediate Simpson MSTC28 0 SHEAR WALL SCHEDULE 1SP6 8d nails at 6"o.c.at edges,12"o.c.intermediate Simpson HDU2-SDS2-5 1SP7 Sd nails at 6"o.c.at edges,12" 5 o.c.intermediate Simpson HDU2-SDS2. g p SIMPSON AB U66 1 Spg 8d nails at 6"o-c.at edges,12"o.c.intermediate Lap Plywood per AA203.1 POST BASE ,1 150 plf 1SPg 8d nails at 6"o-c.at edges,12"o.c-intermediate Simpson HDU2-SDS2.5 1 FIRST FLOOR SHEAR 1SP10 8d nails at 4"o.c-at edges,127 o.c.intermediate Simpson HDU4-SDS2.5 1715# WALL PLAN& 1 SP11 8d nails at 6"o.c.at edges 220 pIf SCHEDULE 12"o.c.intermediate Simpson MSTC28 150 plf �� 1 SP12 8d nails at 4"o.c.at edges,12"o.c.intermediate Simpson HDU4-SDS2.5 1715# 1SP13 8d nails at 4"o.c.at edges,12"o.c.intermediate Simpson HDU4-SDS2.5 _ 1. All designated shear walls are to have solid blocking installed between studs along plywood edges. FIRST FLOOR SHEAR WALL PLAN& SCHEDULE 2. All designated shear walls are to have a double stud at each end of the shear wall. i�'_�'-o" Estes/Twombly 3. All Simpson MSTC holdown straps at the ends of shear walls are to be fastened through to double studs, 29 THAMES STREET header,or floor beam below. NEWPORT RI 02840 ' 4. All Simpson HDU holdown anchors at the ends of shear walls are to or be epoxy bolted directly into the TEL:401 8463336 foundation wall- ' FAX401 948 2818 www.ESTEST WOMBLY.COM x 25p 1370# o = — 25p2 1 s x r . , t< \� 4300# ,. 'ALL SHADED WALLS TO HAVE 1 2"PLYWOOD -° S N R - NEATHINGON ONE FACE. • .1 • / 45p5. Y \ 215 PIf Um �J r 4 f , P } INSTALL PLYWOOD ON BATH SIDE bF WALL r » p A 0 r r r r A � r .w ` Second Floor Shear Wall Schedule SEPT.17,2009 r, D � DATE 'x c .. ., _ _ : '« '-' •. --..,. -�i a ,+ .... - ,. - - REVISIONS Plywood Attachment ,1 w Mark Y Holdown Connector — 29 ,1 S 2SPI 8d nails at 4"o.c,at edges,12"o.c.intermediate' Simpson MSTC52 LOCATION Of SHEAR, s o `t WALL HOLDOWN. SEE 2Sp2 8d nails at 6"o.a at edges,12"o.c.intermediate Lap Plywood per AA203.1:, o SHEAR WALL SCHEDULE 2SP3 8d nails at 6"o.c.at edges,12"o.c.intermediate Lap Plywood per AA203.1 a , ZSp1 2SP4 8d nails at 6"o.c.at edges,12",o.c.intermediate Lap Plywood per AA203.1 2SP5 8d nails at 4"o.c.at edges,12"o.c.intermediate - Simpson MSTC40 , SECOND FLOOR 1. All designated shear walls are to have solid blocking installed between studs along plywood edges. 880# SHEAR WALL PLAN 2. All designated shear walls are to have a double stud at each end of the shear wall. 13 p f 0 1 $.SCHEDULE 3. All Simpson MSTC holdown straps at the ends of shear walls are to be fastened through to double studs, 60 pif I ; header,or floor beam below. P 4. All Simpson HDU holdown anchors at the ends of shear walls are to or be epoxy bolted directly into the 880# foundation wall. SECOND FLOOR SHEAR WALL PLAN&SCHEDUV 1p"=r'-0" A Estes/Tu�ombly 79 TFU MES STREET " NEWPORT RI 02840 - TEL'4018463336 . I FAX 401 948 2818 W W W.ESTESTWOMBLY.COM ASSESSORS nd���Q •mac Tf o - BREAK OUT CALCULATIONS MAP 53 PARCEL 3 D� po= AREA NO SLOPE EXISTS AT LEACH FIELD - d a d 4q 4q as 4aq 4d aa4dq 4d4agg444 ad,�4eageae44q. USE 4sp ` LEA G QJ RD ZONE gd4ggd4adqdaaqd4aqa4dqq4dqq4`d ed 4.de44a�4ae44ad4a4aaa.dq U 'S A 4 C� S , n 05"� 4 d 4 4 4 a 4 4 4 d da 4a 4q 4a 0W P A.P. 4a4a44a4adag4A 44 a'dd aa4 ,'A A4 44 4d 44 A44dtaa d as 117TIi 2 OF STONE ON ALL SIDES RESIDENCE F aa4 4a 4a44 DEWALL AREA 4X64X2.5 = 640 GAL. /DA't a°4e ' a444s � O MINIMUMS 4�sgq 5 4 X 4- CHA BERS ag44 OTTOM AREA 24X8X1.0 192 GAL/DAY 0YS AREA = 43,560 S.F. aaa�e dd4ea TOTAL DESIGN 832 GAL/IDAY _ - - aq < HARBOR ava°e a a4. REQUIRED GAL./1 AY = 770 �p► FRONTAGE 150 4g44aga 4a q qa a4 aaq q` 4a a a d 4 4 4a t • a44 44aa44a44g44dea4dpgdqa4aqa 4d4aga+44og44A4dg4444 4444ae FRONT SETBACK 30 d4agg4d4 4d 44agd444a4a4aw 0�4aw aa4w�4d444.4d4w`dw44d4.4dA� 3/40 _ 1 11r O� SIDE SETBACKS = 15' REAR SETBACK 15' WASHED BUILDING HEIGHT = 30' 24' STONE h LOCUS MAP OR 2.5 STORIES IF LESS OIf`rN DATA SCALE 1 1 25,000 2' L PLAN OF LEACH GAIYS DESIGN FOR SINGLE FAMILY 7 BEDROOMS NO GARBAGE GRINDER NO SCALE DAILY FLOW = 110 X 7= 770 G.P.D. SEPTIC TANK X 150% _ 1155 770 G.P.D. USE .500 GAL. NOTE: ALL STRUCTURES SET MORE THAN 2" DIAM. VENT FOUR FEET DEEP OR SUBJECT TO it F.F. ELEV. _ 19.87' GARAGE & COTTAGE cal CAST IRON FRAME & COVER VEHICLE TRAFFIC SHALL BE F.F. ELEV. = '20.54' DWELLING SET FLUSH WITH F.GRADE DESIGNED TO H-20 CAPACITY. E.G. 21.0' Ow, y. COVERS TO WITHIN 12" OF GRADE I F.c.=17.5' PERCOLATION RATE: U. ELEV. _ ?_Cw`' CAP 1 INCH IN 2 MINUTES OR LESS. F.c.= 15.0' - 2" PEASTONE TEST - HOIE 4+4 „e4�•i �'. 4444 T044444 �r - � 9404OT404V4 COTTAGE .... .. O r F` .� O " C> _ . n " 0 U �? �1 ._M J SJ U O PAXTER do N rE INC. -- +� a� ' c orvvvvvzvvvv �.. .� Oi44444T444 INV. =1 8 INV. - 12.6 - ..........., .:: t� C.j _ _ . v =vVOVv'P 4`4iv: _2 ....--•••••-• O O 4 X- 4 LEACH GALLIES vvovvovovzav n..•v.vv4.v... /. . Icy - 1 s.so scHF:DUL_� I o G o O O o O o O o „�.♦ V V V V Pi9vv4440T0 PVC PIPE - ,rr •••.♦ O 0 p)' O. V.. O O O O O O V O O 4.4404v4444T4 INV. = 'Al16.SOt-�---- 1000 -GA �....•......, 1.. O O O 0 _ O:: O p • 1 ov4vvv Yvvv4i 6785 -... w s' �..:* _, ..-, i.. ..� .... . „K ^.... I"4 (/�'�) (,fl TP44V'PCT444'9 •,• �#f i! 0 _ S 0 � l� 4000004440i4 jj � ' ' ' i 4 AA avcv (.7.� DIAMETER sir rrrar.r L.ZO °_'' 0 . O � 1V O V - 0 O O O � � .-. � .-. U r.l v O V �ivvv viv:oive' ELM � L1.1 = 20.. DWELLING � irvv. _ � 4„ r���IF �,s,AtviCj�t� _.. . � SEPTIC TANK :............1rpm "" DARK- SANDY SOIL SANr Y LOAM 2.0' ELEV. = 16.0' �!--•0' -1.5 -1.0 . ` SAND WITHIN GALLIES THE PIPI G IS TO BE DRILLEDSANDY S' B_O'L "" �/4" - � a/2" ,. 3/4,. _ � 1/2" .... : SOME FINES WITH 1/4 DIA. HOLES 6 O.C. FOR SPRAY WASHED - WASHED -2.5 • -2.0 STONE DISTRIBUTION. STONE __ MEDIUM 2" DIAM. P.V.C. PRESSURE PIPING FROM 4PERK TEST == FROWN PUMP TO GALLIES SAND - 6. 10 == -5 PROFILE -- ELEV. = 9.2' = MEDIUM TOP-SUPSOIL = TAIJ EMERGENCY STORAGE NOTES: NO SCALE -1.5 __ SAND 1. PUMP SHALL BE CAPABLE OF PASSING 1 1/40 DIAM. COARSE in SOLIDS AND BE INSTALLED IN ACCORDANCE WITH ,tea CLEAN MEDIUM 0 ALARM ON MANUFACTURES SPECIFICATIONS. T- SAND ND NRSE 2. PUMP CONTROLS SHALL BE MOISTURE PROOF. GRAVEL S`�' " 3. PUMP IS TO BE EQUIPED Wllli AN ALARM POWERED 8Y SOW E G. A CIRCUIT SEPARATE FROM THAT OF :PUMP POWER. NO WATER OBSERVED ,. E A EL PUMP ON EL. 1.5 -10 WATER -7.7 WATER 4. PUMP !S TO BE MYERS SRM4 OR APPROVED .EQUAL. _ NO WATER EL. = 1.-' -2L = '.5 EL. = 10.5 PUMP OFF 71 PUMP SETTINGS NO SCALE 23.0 C.B. FND. BENCHMARK = ELEV. 22.71 12.07' 28.01' S72'Q4'31'E S72'04'31`E Lp. fnd.° 't9.8 S70'09'43'E S.B. FND. 101.88' �- S.B. FND. 3.4-10 .321: porch COTTAGE .G,65 x 20.3 seosheli drive 21.7 S24 floor _ 19..87'� '�11.0 8' Wide x 21.7 S70'51'16'E 14.9 8.9 2' *FORCED MAIN 4 71.50' x 1o.t •\, EXP. 3.5. \ de PUMP 'CHAMBER \ e 5 _ 3. 16.7 `� 19.6 S1 ���G• A-9 � � . 1.8 x 14.6 20 O ` 19.8 A. first floor = 20.54' 3.6 � 9 `o SET A-8 TANK 15.6 0 �' ,p4tio % c V x 18.8 1 11. CESSPOOL OVERS \� sn x 18.9 ' \ ° TO BE FILL�R p \ ��• •\\` 0, 16.5 ` t 1t. �watl W h�nce A-7\ - N 'o! x 12.6 x 11.0 x 1416.5 t -� • ZONE a1 •� 4 8- ZONE A13 x 4.4 .0� 1y 14.9 z1 Ix x' .2 8.4 �� x 1.2 x 14,.8 ,m x 11.0 13.8 x ' 3.1 5.1 x 6 _ 8.1 x 9.6 10.9. ��G 7.1 P P m i HOU E Z . S.B. FND. P-6789 3.2 A-4 12.3 10.8 2.9 S A-3 4 7 ¢8 3.2 \ 10.6 F d , \ )c1_ 6 10.3 8w 2.9 2 ��'p x 3.6, j, .\ x 10.7 S.B. FND. E.H . FLAG o ,w 8.9 - I 3.3 2.9 � • �5t•29, � I o � __ A-1 • "W �a8 22 P-6910 ft"OIF s I Ss7 SULUVAI$ NO. 29733 x8.81 � `�1 SAL E ' 'Ali" IEIR ELEV.= 1.94' - TEST WELL I I - COtNMi NiIY PANEL NUMBER 0 8 0001 01 D PLAN `i REASED JULY 2,1992. ELEVATIONS ARE BASED ON N.G.V.D. SEPTIC PLAN OF LAN© GRAPHIC SCALE 100 YEAR FLOOD ELEVATION = 12.0' 1N 0 20 40 COTUIT= I I - BARNSTABLK, MASS. 1 inch = 20 tl FOR 1 T��� V PERRY . ART�� R P R Y �R SCALE: AS -NOTED DATE. MAR. 7,1995 BAXTER & YE INC. REGISTERED LAND SURVEYORS. CIV_L >=NGINEERS OSTERVILLE, MASc'.