Loading...
HomeMy WebLinkAbout0070 MARIE AVENUE - Health 70 MARIE AVENUE Centerville A = 226 — 128 — 006 S M E A D No.2453LOR UPC 12534 amaad com • Made In USA OjF1 WWW,SFPROGPAKOW I� a LOCATION* SEWAGE PERMIT NO. �oT Z4 3 VILLAGE INSTAIL1LER'S NAME i ADVRESS R U I L D E R OR OWNER c DATE PERMIT ISSUED Zip e DAT E COMPLIANCE ISSUED //////Y J T i t i No..................�......... Fas..14/ .............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF H ALTH .1..f....................OF........5e ................----.----...............--................... Apli utttion for Bispoiiul Works Tonotrurtitun ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at '� �!/! `'�........I....�...... p�... Loc n.A r-e or M No. � .........- d'�_........-•• ........................... Owner Address W Installer Address dType of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............. .......Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) f-1r Other fixtures .................................. d ... •••------•-------... ---•-- W Design Flow............................................gallons per person per day. Total daily flow-.----.-----•--.;. ...._.__.._...gallons. WSeptic Tank—Liquid capacity../OClCkallons Length................ Width................ Diameter----............ Depth................ 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 tank Percolation Test Results Performed by............. _ ... ........... Date.._ _ ....1(�..___ � Test Pit No. 1�:��.....minutes per inch Depth of Test Pit.................... Depth to ground water...... :.._.5Q... 44 Test Pit No. 2�V'_,,1Q..minutes per inch Depth of Test Pit.................... Depth to ground water......--................ •-••----•--•-----------------•-•---•--------------.............................--•-•-•-•----•--................----- ....•••. ------•--------- Description of Soil x U -----------•---•-.....•----••••••-•--•--......---•--••---•-----• ..............................••......--•-•--•••..._..---••-----•.--• -•-•-•-•-•-•-•.................................••••- W •-•------------------------•----••••-•••---•-•--••--------------•-•----------------------------•-•-------••---------------•----•••----•-•-•-•---...-•--•------•----•--•---•--..................._..... UNature 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 Sanitary Cod —The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be ssued bt boar of health. Sign - -----•---•.............. ........... ApplicationApproved By...... -• .......... •-•...............:.................................................••• Date Application Disapproved o he following reasons-----------------------•.................................------....--•-•-•-------•----••.......--••--••-••-••.... ......................................................................................................................................................................................................... Date PermitNo......................................................... Issued...................................................... Date 3t3 No........................ Fxs..��............... THE COMMONWEALTH OF---MASSACHUSETTS BOARD OF !-I ALTH ��..... OF............... -P ........... 00 Appliration for Di,ripnsFal Tonitrurtion rumit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at. ..............e."!�k�......... ................... Locat n-Address xa �,r ,1:1. .S..Kc-..d l.-�r...........� .f t.•• !..J`••F l��r�l • .. .....b_ —�2I.....,- / or t No. W Owner Address a ............................................... Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............. ......... Dwelling Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons,,.,..._ ..................... Showers ( ) — Cafeteria ( ) d Other fixtures .............................................. W Design Flow............................................gallons per person per day. Total daily flow..............._33 ...........-gallons. WSeptic Tank—Liquid capacity_./CGallons Length................ Width................ Diameter---------------- Depth................ 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 tank (,.)/ /I �/� r Percolation Test Results Performed by.............. _ 1 :.____.._'l...:__-_::__ Date... .....�.__..:...5 a Test Pit No. 1 :! _!._...___minutes per inch Depth of Test Pit.................... Depth to ground water........... .?.... 44 Test Pit No. 21....1 .3._minutes per inch Depth of Test Pit.................... Depth to ground water........................ a -------------•----------------•-•-•-•••---•---••-•-•---•---•........--•-....••--...--•-••------•-••--.....----•••.....--•-•-•-----...._._.......... 0 Description of Soil.........('............/___._ --••-----------•----------------------------------------------------- U •-•-•--•------••--••••-•-----•••----=--1�......................1 __--v- ----...-----------•-•----------------------------------------•-•--------......................-:c-......----------- W VNature 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.Sanita�be y Cod — The undersigned further agrees not to place the system in operation until a Certificate of Compliance has ssued by the boar of Health. ign , f......- ,' � Application Approved By--•-- -- =°=='-. ------asons---------------------••-•---•----••--------------------••------•-----------------...--------------............. -----------------------------•--------------•-----••---------•--......---.....---....._..._._...----....... Date PermitNo......................................................... Issued-....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... Trrtif iratr of Bunt linurr THIS�V�D C7=F�', That the Individu Sewage Disposal System constructed ( ) or Repaired ( ) by... r `' Installer at -------•--------•---••-------------•-••-•--•--------•---•----•------- ------------ has been installed in accordance with the provisions of TITLE 5 of T e State Sanitary Co Was �� ibed in the application for Disposal Works Construction Permit No.__.XP...'":_.EA;...._... dated_.Z� ....................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED A GUARANTEE THAT THE SYSTEM WIJt'L � TION SATISFACTORY. DATE...l��e�.... ......................................................... Inspector ------ --- --------------------- •------------------------ ....... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No ... ,("� � .......................................... .OF...............................----.................................................. � FEE....................•-- Permission is hereby granted..... ... :_. r ...... .............................................. to Construct o epair ( n I� 'vi al Sewage al System atNo...... ..... -------------------------------•----------•-------•----------------••---.........-- treet as shown on the ppli tion for Disposal Works Construction Permit No.......... .... ted.......................................... •.....................•----.-•-- ........... ••------••--•------•--•-••...--------•................... ,Z �.................... and of Health DATE---.... =-�-•----- ----•-••-------•-----------...------ FORM 1255 A. M. SULKIN, INC., BOSTON r t ti wf b { ioi O S�E tt e K t a7 a:. 4Of qk of werl, ,s ss SUR q x 07 � t � rA s j .' t`/ • D. t� .^. 1 f s it.1 1• r 1. , � O if \ lz # L--0 Low - .; ► ,�, s., l g, O f r A tlr•,` f•;r �1 it '� V\ - .i Q �. '� ^`N / :e. `, _gig a •'" \ .�0� r V'' •,A c L J� .� 1,G 3d 5r ►! L y('U'S,: a _`IV o� SE N ®� y No.10951�Olk- DESIL�tiIAi"L� "IJcT I , �. S'� O� IST� � A WE'1'1 \ND AezA fsS10NAL'' BY DAv S iD ROUE, /� AgIE[cuseev CbMMKSInN',9.14.63 kID ol euT LEGEND a EXISTING 9PO4 ELEVATION ®x6ti.. C.Cf.1TiF ED PLOW PLA'. EXISTING CONTOUR ——— 0 ---- , - FINISHED SPOT ELEVATION ��,.� FINISHED CONTOUR 0 — --- ---- jl IN APPROVED , BOARD OF HEALTH p M" DATE AGENT .r SCALE, I '= ` DATE LDREDGE ENGINEERING C41 /NiG GL� NT�I `Cu`' 5 ----- # ' ,, I CERTIFY THAT THE PROPOSED EGISTERE REGISTERE4 JOB NO. BUILDING BROWN ON THIS PLAN { CIVIL LANDUT A CONFORMS TO THE ZONING --LAWS ENgINF DR,BY! �; OF.P�RN9TA8 E ASS. .712 MAIN STREET CK By's. HYANNISt MASS. 3 __.... ... SHEE1..1.'OF ......., DATE R 0. LAND SURVEYOR i` 20 RT ~.-V loTP /� a�/TNT-Q ;iJ� S=r'T/C ;AN f OR „J �_'E.�C.y!/vG i�/T .^��tE MORE TH.q.•J /2"9EL7ry f_ JO tT. M�/V. � 1.4A OE♦ .4 ?4 �O/A,N F TF•P %',�y�,P c'� CC v:P • CONGRCT't i 4'PY� o/P! { SWALL 9F 9 ?000HT TO GRAOF EL io 1.S M/A/. P/TCN k 1A*,5AVY CA S 7- /,eO/V C�✓E.� Sh,,�s�` -•,. G'OYEJr.S ��OFR FT �` 1 /F 1,i✓ OR/✓E rvA Y 3 -------------------- 40 MJH.P1fr4V 1000 O L. ^- PPR/T .SF�T/C TI�/S/K D/ST. • • /s • a • • . Ds••ajj' iYAShcD ,57 vX 1 • • ♦ a •1 e • t • • . ® • • • • , 111 1 - •, � r • .EFFECT/Y� ' ` . � - �/a�- / /?� .. `:� • � f • • � pEy�yy • s • •� ; o : �ASisEJ STJ.yE - . i. • • s • s. s • •• • • P SEEw,gGE- 1,VY�� !'L EYAT/C4�I! i 13. I x , ,o 13 G/D • ,. . • . . • • . ,- . ' PRPCr�S T. Pi z c.4 4fq411 v. IX3�F.�T AT Bult_D/N�, Io4.s Aj, -cAPAcIT-r 4Rio v-7D • r az 5Fl9.5 !�!►Lt°T e' T/iG' Trt/V/� 104 3 fPp 3 -� ►7! Tl�' S�OTI�TAI4/Jt - �7C 2 fr. oial+t. C -aauuT�ow� p�p ►+;.H MAi( GROUND AC4TE'IT T�L4r EL - 94.o rit?oUNp 4 Sd7WT�VST�CJ®�JT/OIN l�Q�a 0 3;? `` - Sl"eG'TJ�JV Ctic R �oM0.5 t' IwEer iffA XJACe PtTµ 1-3.S F7C 'J 1 .4 Ei�.SPdl�i�L .4Y.ST�/K �. _ L EA DESIATIV CAI TE/[!A sewtL► f Ys�_. �'-Q" DI/'�E/YJ/ON A : Irr. o/�a�+rsto,v �_ter. �It/t1dER of�'DqC+CJ'fg: 3 � Day�7YS/ON G �•S FT�' .�RG�tGl'D/SPOS�L lJhflTE SOIL LOG -OT.,C a,44.10AY S0/4 TEST AI SO/L TFST/tg JWL TE5r J ' l:'JMBE�?CF 4rt CXl XG A/T3 ot�t� i i7,., i /DE Lt.4CHJNG PER PJT " 150,a fT EK 'FLE✓,-- Q4 TF OF SO/L TEST 2-1 ':).-r44 ZZACH/WC, ARRA ,SQ FT. % svCi ,�i _ PERCOL.4TI0ly .e,gT`c,*/ 2C� ,9 A:W-VCOLAT/C.1/ R.4 t;lv- - - 3 SO. F T. 4 '--�' T.F,i�2 Al. �.�N OF lyq S EL=-44.o OF 7:*�'-* 6 VNIORSE n v i S CAr ,. 0951 O EL= 911� i Z9E14 p NO.1 -wATelL - 09 FGjsTE� L Or7EDGE c.ti`G/NE �ihh"G CO /,YC. IgTgg�JQ C. ��0 7/2 MI!//y STuASJ- p SUIN SIONA�- NO GJtOuNp rr✓4TC1r ENCOUNTE�EQ Q G/COtl.'VO Lti.4TE a: R A.7- EL_v. �? J446 ,vo =o� 3 J r f c.rrnit t:ur.ibcr Qate; Comp.le.tcrd .try �_�-DIL D , iGsaS IiIGH GROUNDWATER LEVEL COMPUTATION S i t v Location: Mfg�.i is .n.4 E a,.l;.)E , VJ ­(A-ri r..r t Pb 2-T Lot N o. 2� Owner:_ --- Address: Contractor: i_IIC4,-,L^ f-loan:'-r Address: CE-=:Q =-k,-j L_i Notes: 1A STEP 1 Measure depth to water table to nearest 1/10 ft . . . . . . . . . . . . . . . . . . . . . . . .. . 12 1 date STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: T Sv..t A) Appropriate index well B) Water-level range zone . . . . . ( 6 STEP 3 Using monthly report"Current Water Resources Conditions."determine current depth to � -) 1,q-7 water level for index well . . . . . ►1 /al mo yr STEP ti Using Table of Water-level Adjustments for index well T.STEP 2Al , current Apth, to water level for index well . (STEP 3) , and water-level : ---' zone (STEP 2B) determine 2 water-level adjustment . . . . . ... . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . — STEP 5 Estiriate depth to high water by subtracting the water- level adjustment (STEP 4) --- from measured depth to water o level at site STEP 1 . . . . . . . . . . . . . . . --� EL = I oo. I _ 7E5T rbLE Er_,E JA'T1oN CL = `� I. Co _ G�Qu�rD WA-TE 2 PC E L = 94. o C:.;'ouHD. V.iAi*E_O_ E.i iEJL COAT P AsBuilt Page 1 of 1 L0CAT10N SEWAGE PERMIT NO. ,4o7 26 3 - .9.?6 VILLAGE INSTA ,L/LER'S NAME i ADDRESS BUILDER OR OWNER rDATE PERMIT ISSUED y, , i DATE COMPLIANCE ISSUED .i �y i ,L o T 2G http://issgl2/intranet/propdata/prebuilt.aspx?mappar=226128006&seq=1 11/22/2013 GENERAL NOTES rvS t/ 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL c BE 2X4(d1 16"O.C.UNLESS B G D OTHERWISE NOTED. A.5 A.5 A.3 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS ^.�^ PRIOR TO ORDERING WINDOWS. 12'-0' C 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO rr'' CONSTRUCTION. CONTRACTOR 6'-`►4 5�- ASSUMES RESPONSIBILITY FOR WO CORRUGATED ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO GALVANIZEDTHE W TEFLAREAW 1 —T \t DESIGNER.ATTENTION OF THE BED r --------- ALIGN W IS 1 I �iR WINDOW ABOVE I I m I 10'#SONOTISE W/ I /p Nr 31-0. 1_00 �� -----1 '/ `�I (BF FORaroorrRCCOLUMN I / 1 PROVIDE tl6 ROARS#12• SUPPORT ABOVE O,r-VERT.IN MAIN I I 1 FOUNDATION WALLS TO TIE i I I '-3° I I IN CONNECTION FRONT WALLHERE OUR IS NOT CONTINUOUS PI1R -1 1 L _________________ � �_ I 4'x4'x,26'TUBE STEEL I I I IOPPER •1-------------------- I 1 I I ER COLUMN I I I W ANCHOR BOLTS#SG' PROPOSED H 2817 I I �(2)IYLjj%'HLVVLL 2" la TI4ICK x T-10' II I I � / / 5 I I I I OF.MIN.7'EY®FDT7IENT FLUSH 1 ENGNOTES 4 7 1 '(TrP jE i i c�TE II i i -F uC NO. REVISION DATE WALL CRAWL SPACE PROVIDE afi ROARS ON CONT.205110' (� I I IN THICK x a'-e' I I 1 2'CONC.DUST CAP I I #12'D.C.VERY CONCRETE FOOTING II I CONCRETE WALL I o I IO MIL VAPOR RETARDER I 1 I I I I ON CRETI 2 FOOT I ' I 10•THICK x OV-e' PSI.JOISTS UNDER ALL I S CONCRETE FOOTING II I -t COPYRIGHT I I CONCRETE WILL PARALLEL PARTITIONS I TOSEREPROWCED I PROPOSED I I ^ ITS O IDEHERWC EXPRESSLY RESERVES DE 4'-0•W. II I I // - ��-1 ITS COMMON LAW COPYRIGHT. I I I ON f.ONT.20'x10' I ACCESS TO I I 1!r(0A`_ } I I 1 CONCRETE FOOTING I'EARLY ENTRY I PROPOSED CRAWL BASEMENT II I I THESE PLANS AR T 1 CHANGED OR COPIED IN ANY FORM OR MANNER I I I I CONTRACTION JOINTS SPACE I 10 WHATSOEVER WTHOUT FIRST OBTAINING A I I I I I ' II I I THEE%PRESSWRITTENPERMISSIONAND L______-____ 1 CONSEN7 OF NORTHSIDE DESIGN ASSOCIATES. A.5 i i i i i i i - 1 I II(2)14,rxll Y4'� 1 ,' �� ,' � I----------------------�--- -I I - I I I —— /L I I -------- -- I I 1 - EXTEND FOOTING 12, II �_'' 1 I T /WA/' S V2'CONC.FILLED ____ BEYOND F.P.ID 1== I - BUILDER: STL.LiLLlY LOWPM = J' b I I PROPOSED I I I I. ON 96'x56'x12'DP. ��___ 1 5'-y4 N GARAGE i m i i i I �COW •FOOTING,TYP. II i I I I PROVIDE 06 ROARS I II •12'O.C.VERT IN 1 1 _ r_____� _ 4 r_____� 7-6 1 4 r'g _ I I a°CONCRETE SLAB I ' I I - EXISTING WON I I I ON 10 MIL,VAPOR IBM PKT, I I I I I I IL ` I RETARDER I 1 —— _ $ —=I= =1=___ I PITCH)v PER FOOT e2 F TOWARDS GARAGE eR4RPbA IIII 11I DES _ I D0 HICK a'e' L"a'xa�xa' _ �. DESIGNER:CONCRETE WALL I 2x0 P.T.LEDGER W TUBE ON CONT.20'x10 I1 I 1 1I Q•3 1 Y° NORTHSID Er `DIA.LAG BOLTS Ix DEEP EARLY CONCRETE FOOTING D.C. II(2 L II USE EPDXY As FCONTRACTION ED IN CNCE • 9x3642 DEEP DESIGN COLUMN (TYP TUBE STE CONIC.FOOTING I II i ASSOCIATES I I DROP TOP OF WALL IY DROP TOP OF WALL 10 1 I I I AT D! OPENINGS I AT DOOR OPENINGS I IDE#r ROARS 1 12' I I I I I O I ®� ON 100 MIL. II I DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN j_ O.C.VERT.IN MAIN ----- - --- ---------I -- --------------- -' I FOUNDATION WALLS TO TIE = I I RETARDER _�p II I 141 MAIN STREET'VARMOUTHPORT-MA 02675 ELMI IN TO FROST WALLS.TYP. I I 1 I 1 CONNIS'TION POUR 1 A II I - (508)362-2210 (508)362-9502 L_______ _______y,_-__-______-___-__ ____________J 19 NOT CONTI i I ID•THICK xON ff. y.7l'LL-1L0' II 1 1 NORTHSIDEDESIGN.COM CONCRETE APRON I I CONCRETE FOOTING 1 I 10. CONTRACTOR SHALL II I - _ north51tle1@comcastnet MAINTAIN 46'MIN. -------� 6-6 O b-b FOOTING COVERAGE I I STRUCTURAL ENGINEER: 1-0' 11-0° 4----------------------------------------------------------------------------------IJ TAYLOR i I DESIGN LLC AO i i STAMP; I WO BONOTUBE W I BIGFOOT FOOTING '- '- s PPPOR ABOR OVE fit \I I 1 I - * L—I------- --- i—_-----� --——--------- J PROJECT: BI_ . 13'-(I PROPOSED GOULD RESIDENCE B G 70 MARIE AVENUE A.5 A.5 TYPICAL NOTES BASEMENT/FOUNDATION NOTES CENTERVILLE,MA_ FOUNDATION PLAN �p�� �p L T gE R µ� STRUCTURAL ENGINEER/DESIGNER2 TO PERFORM FRAMING INSPECTION WHEN ;HITf�p RESTH{FOOUNNATLISON OON I�X2 'S�yWIIIPRF�r& �R'TOP FLAWING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR WALL AjEfJ P IDI -� ELSU6 24'E MCP Z�DED TITLE PLASTER BOARD/FINISH. T'11�1 OOP .'x eoLTs R% O. . .MIN 7• m/3 3 v LATE wASHEL FOUNDATION CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL EXISTING 2.ALL STRUCTURAL_STEEL COLUMNS TO 8E 3 I/2'CONCRETE PILLED LALLY HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION AND CoLUr�1N5 TO EXTEND TO FOOTING HF10W.PROVIDE 6ex6'x5/S'CAP PLATE - PLAN CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS t'IAY 8E NECESSARY #7°xl2'x3/4'HASE PLATE W/2 03/4 DIA.BOLTS.WELD ALL CONNECTIONS TO INSURE SUCH PROTECTION. FOOTING5 TO BE 36'x56'x12*SQUARE CONCRETE W/3 A5 BARS EACH WAY. CONTRACTOR SHALL SITE INSPECT ALL PROPOSED CONDITIONS PRIOR TO 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. SCALE: _ AND DURING CONSTRUCTION AND NOTIFY DESIGNER OF ANY DE5CREPANCIES 4.CONCRETE SLAB TO BE 4' POURED CONIC.ON COMPACTED FILL. �/H 1 H AND/OR CHANGES THAT MAY BE ENCOUNTERED. CUT JOINTS ALONG WALLS ANDAND BEABABM COLUMN LINES. 78 = -Q CONTRACTOR SHALL SITE INSPECT/VERIFY ALL PROP05ED CONDITIONS REQUIRED BYT�DEO(WINDOIDWS MECHANIC/�L1LATION AS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJU5TMENT5 AS 6 Cp p�TOR SFIALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN PROJECT#: SHEET NECESSARY.-TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS WORK qL_p•MINIMUM COVER• PROGRESSES. A.-0. - 7. PROVIDE In'WEB STIFFENING PLATES AT ENDS OF STEEL SEAMS TYP. _ - S. SEE STRUCTURAL DRAWINGS FOR LOCATTIIOSNSF OF ALL STRUCTURAL COLUM S. - 19.CCpO�N�TRATCTpO�R Qu Ees�TIONABLDInENDsi�WNIS No'i DI sl,�Ns EpN/�YryTnI5s1 , DATE�:lot T OF NOF THEECD6IGNER BECOME THE RESPONSIBILI7YC� CTOI�;EM 3/G7/1 5. GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL ` BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS B G D PRIOR TO ORDERING WINDOWS. A.5 A.5 A.3 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE ' - DESIGNER. PROPOSED ---__ _ ________ ________ -------- STONE PATIO PROPOSED OUTDOOR SCREENED PORCH BI_ • 81 . STOOP 1 -==y '-O' '-II' - - - _2 srEP 1 ENG NOTES 4/7/15 DN. TW2446 TW2444 II •�� II ' 1 , I I �ti---I I FWHID21611 FWGDWO611 ; 4 I I fTJFIID2611 y m N0. REVISION DATE PROPOSED � � I I - � 3 �-----_---- O O i D.W, i L----- I I — I I PROPOSED I FWHID318II COPYRIGHT 4 LAV 2868 LAUNDRY 86•SINK le•WINE NORTH SIDE HEREBY EXPRESSLY RESERVES W REF. I I ITS PLANS ARE NOT COPYRIGHT. BE EPRODUCED 2468 PROPOSED I i a CHANGED OR COPIED IN ANY FORM OR MANNER ](DI I I WHATSOEVER WITHOUT FIRST OBTAINING 2668 PR IH— KITCHEN I I $ THE'PR ESSWRITTEN PERMISSION AND 6' I W I I CONSENTOFNORTHSIDEDESIGNASSOCIATES. I� WORK AREA A V OO LGUN� Lo�NG ; BUILDER: I- cHAia cHaR A.5 szzsl atxa, 1_ • '— + --------------------------------------- PROPOSED -- -- I 1 OUME � � � OL STOOL I STORAGE j CUBBIE5 I V-2' - I GARAGE 7 PROPOSED — PROPOSED 300 MUDRM. I 15 DINING ROOM y F DESIGNER: r-- --------- -- -----------------------� nN. TM446-2 14 NORTHSIDE 15 i I I I Boca 9_uTE i DESIGN I I I I PROPOSED 10 m m ASSOCIATES COVERED DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN I 0 I I I PORCH n i i I 141 MAIN STREET'YARMOUTHPORT-MA 02675 I I I I C I I 90i0 OHGD I I gp�Tp CMGD I J (508)362-2210 (508)362-9802 I p NOflTH51DEDE5IGN.COM MR tHuw I I p 1 j I I I - O oorthsl0el@comcastnet - 4 I I P PROPOSED GREAT ROOM STRUCTURAL ENGINEER: I TAYLOR I I ID T42B1IO TW20410 TW2e41 DESIGN LLC 23'-01 LITE STAMP: 6'-O' 71- - SIDELI �I PROPOSED m FARMER'S PORCH PROJECT: FIRST FLOOR PLAN ID LIVING F ��- +� PROPOSED �FLOOR��. STEP TOTAL LIVING 2601 GOULD GARAGE 50 FT. 4" 13 BI_ ' 13'-�• FpjWT PORCH SO FT. 27BpB RESIDENCE SIDE PORCH SO FT. I_OP SCREaI PORCH sQ FT. 70 MARIE AVENUE TOTAL 3e 6 CENTERVILLE,MA. g ci> TITLE FIRST FLOOR PLAN NOTES LA i OTT LES`5� Is�N � SCALE: i'v�LO.i.uMI O�TN �E hgj y9" = 1'—OII CONTRACTOR SHALL VERIFY ALL WINWK ROVGH OPENINGS PRIOR TO ORDERING WINDOWS. PROJECT#: SHEET - A.CONTRACTOR SHALL VERIFY ALL DInF11410N6 PRIOR TO CONSTRUCTION, CONTRACTOR FOR ANY n A. 1 - ASSUtIE9 RFSFlONSIBWTT lsslNG OR INCORRECT DInFN910N9 NOT BR011GlTT TO . THE ATTENTION OF THE DESIGNER. . DATE: OF 3/27/15 12 GENERAL NOTES- - 1.ALL EXTERIOR WALLS SHALL. BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. L _ 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS - PRIOR TO ORDERING WINDOWS. B C p - 4.CONTRACTOR SHALL VERIFY A.5 A.5 A.3 ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. i---------------------- I I I 1 I I I I I I I I 1 '-0' S'- IW- ' 7'- ' I I CONTINUE PrrCN ALONG e PORCH i 1 ENG NOTES 4/7/15 TN of M.BATH - Poor Tw2A4z-2 NO. REVISION DATE PITCH DN. -+ � I I ® TW24V a�I -TW2A42j 9k5' TW2442 TW2442 9k5' TW2442-2 COPYRIGHT 0 F rE I - .ITS COMMON C EXPRESSLY RESERVES I I _ R— _—____ S� _{t�( 0• ITS COMMON LAW COPYRIGHT. j PITCH I FLAT I _3_ DT_ __ _____________________J o iy! Dr'1- I C�'' ' CED j0 CHANGTHESE ED OR COPIED N ANY FORM OPLANS ARE NOT TO BE R MANNER PROPI SED I PROPOSED - �— I WHATSOEVER WITHOUT FIRST OBTAINING CONSENT OF NORTHSIDE DESIGN ASSOCIATES. I WALK-IN I� MASTER PROPOSED 3'-6 [0 . ® 6 I� i THE EXPRESSWRITTENPERMISSIONAND CLO�ET ; 41�ax41 BATH TV ROOM _Y-A .b j I I 2468POCKET6. BUILDER: - P $ ' LIN. $ 266e BATHE#4 VANI µ n BATH LINEN SEAT 5'_p. 4 a o PROPOSED I I 26fi8 ® 2666 BEDROOM#2 PITCH I PROPOSED ° °N STER BEDROOM 26fi8 , a 07 Rv I PROPOSED - OC m 26fi8 6'-p+ 2668 2468 - DESIGNER: 3 $ , 2466 NORTHSIDE a� o -A' KINGIBED FLAT CLG. ---- I I I - I DESIGN 1 TW248D-2 m ASSOCIATES ry - 4'—D'R{•� ( POSED - I D DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN I KNEE WALL I O BEDROOM#3 2668 PROPOSED 141 MAIN STREET'YARMOUTHPORT•MA 02675 j I STORAGE BATH#3 PROPOSED I A.3 (508)362-2210 (509)362-9802 _� PSI I.iI P SSPACEEI __ __ _ ___ ______ _W.I.C. I - NORTHSIDEDESIGN.COM I I - I northsitlel@romcasl.ne[ TV _____ - PITON DN_— I g! g!. PITCH DN, uJil 10'— ' STRUCTURAL ENGINEER: TW '''''b42 TAYLOR 6'-o- B'-0' A'-O' 7'-0^ 7'-0° BENCH - - N DESIGN LLC 24'-0' 14'-0• I TW2A42 TW2442 - TW2442 - STAMP: 5'-10' 4-6' - PORCH ROOF BELOW- - I ( I PROJECT: SECOND FLOOR PLAN PROPOSED GOULD L------------ -----------------------------------------------------------J RESIDENCE 70 MARIE AVENUE CENTERVILLE,MA. B C TITLE: A.5 A.5 SECOND FLOOR PLAN NOTES SCALE: 1. ,lLL EKrERIOR WALLS SHALL BE 2X6 Y" O.C.uNLEss OTHERWISE NOTED. INTERIOR WALLS SHALL BE 2X4 • 6 o c.UNLESS OrHERwISE NOTED. PROJECT#: SHEET - - 9.CONTRACTOR SNAIL VERIFY ALL WINDOW ' - - _ - ROUGIN OPENINGS PRIOR TO ORDERING WINDOWS. A.2 P - 4.CONTRACTOR SHALL VERIFY ALL DIr1ENS10N9 - PRIOR TO CONSTRUCTION. CONTRACTOR - MOORREC'T DIHENS ONS NOTFOR ANY T OIN4 C42 OF THE ATTENTION OF THE DESIfi= DATE: 3/27/15 12 NOTESGENERAL EXTERIOR1. ALL WALLS SHALL UNLESS OTHERWISE NOTED. INTERIOR2.ALL WALLS SHALL . . NOTED.UNLESS OTHERWISE 3.CONTRACTOR SHALL VERIFY PRIOR O ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE ■�■ i�■, dml■•. / nnl� otmuo■n .nii■nn' Iimnm.In. �tlmel■mtlmtl■m■f�/m-.101--oolool Is a 1is■■1\ tlttmtlal//■■IO' I■1■•••�•• 11nlngli . • V'.. •..' 1/■11■ m1►' /mll■1ml /m11t1■► 'i/1EE■It�l■■.11■1���11�1� IIIIII■i■11■1 1/Imtlr >' �tlmllt■l ,■ ltmmtm■1\ .�n■n■.mm■/1■n/■I ■'�■ ,■■ nllm/Imllll a ■■, ■■■ ■■�■ ■■�■ iiI■IfA �Iinl/■■tl/ , ■ ■ uumnn. �u■mnm■omomi ■■,■ ■■■ Inon .-- �mnlr�luo' Ali�Cn�OnimI■/■iImninl l ltlmt O1/tlmt/Ittlm■■tI . lt1n nmnno Ill■1■ 71n/■Imltnalminl _ I immolate] /Im/m11■tmtmllttm - 11■/■m umn onmmonnnml11 _I lmmntl .-- ■. ............: /'�ii�lYr� �Illmtltl//■teal//� alal■tl■1/■■tIl__________-____J tltlttml ®® ' ■imitil nmm ltirr�i'�M�:�nl■mnl■nmu•. amn �.■nnl■/nnl■nnul■n .imn■nl■lonmonunonnutn■mnnntnnmmmn. •mnmunnonuomtnemnomtl ��II■Imlmlltlm/mlltlmtm11t1■tnl■1■/nl■1■■■ull■l.Inl■/nnl■► � /-t1_tltOale:7■ee1e::/eetm::am::me:eme:mlee■e:�lleateeltee■1_7le:a - nnmmn/mnnonnnonnmm�nomnn■nntonnumn�►\ • • .• uttmnnnmunoonnlmnn 1■uoounnnomttmnnnmm -.. ommm�nmm�nunonnnmmnnnnnuounmm�m nnnutmn■• •-.•••.■nm■/nnl■■nl/l■v•�•..lu■/■Inl■■ �. - Innnr wmumn►•- -•.moon ---- ---- ---- ---- ---- _- ---- ---- ---- ---- ---_- _ - ---- ---- ---- --- ITS COMMON LAW COPYRIGHT. iiii _��� ■\�— amr•' �� -�a1t1 I'•-•----•�n■■r•-•-:-- loom . NO THSIDE HEREBY EXPRESSLY RESERVES ......mmtll•-:--:...�nl.ul�-C-i.:.;r.--1■1 .1—ia n■---.-:�--71n1.■I••---:,-•-1l.■/IREPRODUCED 1/Imt ■teal ■Im■t11 noon INNlni - - _. n■■tl Innl■■ - tlmns� Im■I , tm11■ mm111 Illtlm Iltlmtml ml It ■■'� , non - - IRolNE tm _ice■ ■\n_ ii I I■Iml■ ■tmll fil im „, lielooll nl IIn ■ ■ 111 ei iloiinl I Inns -- - - - I , Imtimne „ iitil soon 'Jim ,•••••�•••' mall ■� iiii �I�■ ■■ mii liini uamtlm n ill ■■I� ■ ,■', ,,, mm in ini NJm m ,I, litlnml �' I� Install ° iiil m Ion �■ 1tlimit 1■t ❑� unni litiii tiiiiuri lie n ■�� mil ailN liiiini rinii Nile to III mnNEII■mml mmm t■Imol n o ■ ■�� ■ m In loom mnn mi n■ mtl lmill lino name monm nn n wlmnmltt imilliNm1 utl ■SEMI In■m ■mail Im■mml 1■1 ■1 nnnml u/mm m/1 an: tNEI II III Inmt....._......_...■/1ml 1mt/IL J//It/ILJet 1■ tl nLJalatlml _ --___t1■/■ i,.l tee ■■■ -—_ i-•7 /t1■Ittnl■1■nt1■11 I■Itnt1■1■■■■1■In/■1■Ito■1■It//1 Ila 'I _IIIII IIIIII _'I me 1■Iml■t■tlmlt//tlml■/t■t■1■ns■Im1■1 JI t - 11■'i on I tmmnmamiltlmtm111 II1t1mam line mt■Neal mt■IIt1■■■line mI It - 111 mm11■1■■mlltl■/m11t1mtm11/1■■m11t11 V'j-j j j j I 11:: .21 :m1:O■C:Sol! mO: 111 ::G=:S.._i-::7::7J7:m1:/7 r-• e• .r '■Q =� ' ■ ■ Ir II■■m■OIOm■1■1/■m■In■■■�I—�m■1■la■m■1■1■tm■1■In m■1■1■■m■1■1� 1■■■mama/■mnn■■m■In■■m■1■1■■■■'_I■ 8 :; 4 • • NNORTHSIDi rASSESIGN CIATES me .amtltinison III Olml—1I/1■1■ m11■1 t■■/m11t1\tl■.. 1mtm11— �- © 1/mt1m11�11m11a■/1m11tmtl\.. •■■mama■■■/1■1■■■■1/It■■/Itl/■■\Il ®, tlm■■1/tlmt/It■Im/■tt/1mtllttlmt/Its, a/1■1■t■/Im1/tl■1m1/tttlmla■■■lmltt■tl■.� •- 1■■mi1t1■■milt).■miltlmtmlltlmamlltim■m11■l\� .Itm■Im11■■■Im11tm■Imll■m■1m11/mtlmll■■■Imlltmtl\.- ■mtltlttmll/It■m/1/It■mlltl■tmtl/1■■m■ItlttmtNlltlm\. - ■■Iltlm�llttlm►' �Imta1/■lama1■t1■t/1■■Im■■Ia■1■■t1■tlmt/1■t1■/■Ia■ImOI� DESIGN LLC - I■tt■1■1■■t■Ir'" ■tlmltt//Imltt■tlml/■■■Imtttt■Illl■ttlmlttt/Im1/tt■Imlttl It1■■mlltlm/I 1■■m11tlm■m11t1■■m11■Im■m11/ " '■■11■Im■m11/Imtmlltll Itm■Imll/m►' 1/mtlmlltmllmll/ma1m11tmt1m111 llmllamtlmlltm/Imll/. I- ��. ■■1/1■■mar �mtl■It■m/1■1■■■a1/1■/mtltl/aml ■■■ 11■■mtltl■■■■1■1■■■■11 �_���. Ilnniv' mm�mlm■nmmomlmnmlo ■,',I neonnlmuunmw �'i� �� mans' innnnmmumu■nunomm� ■Imlnsnmonlmun �cr.�.,., - _ on► linunomutlmonnmtmmunm onoomuomonm lumr' lim■uu/mtummnmuunmmoum II_-II 'n■ntm■tmntmu■no ln' iotnnm■nn■mnnmm�omnnml L'J� numnmtonu/�n, r nom■Imumunml■nu■nnunu u SCREENED `` nlnnntmunnmunumunnminnlmn ------ mnnningr- • PORCH lioun■onn■omuouno■nnmuut.... unnmunr•- I%n�. , aff. n■nnnomumm■oimu/mommuuuomminnitmn�• nin■mn. �' 6� mnnnonnunnnm�nutnnu■mnm�t■Inm nn�nn �nnm�wn �le��■et -%1�■il�ieeneiee� �Jiel ��i ie eie s r,a%� �/el�i��■i /ens.. PROPOSED ..alum Llmtm 1 mm�nnnn on nmuunom /lmum m/m mo' ..■■I im/nnimtm nlmtn.. •••••■•■•:••■aINN] mumnmm�mnoo■n■mmm�on■n/r nimmm�onnnm■u■ol■u■.. • • in uutlnmm�mumumm�unnnmtun/m/nlu► niultittmtitit/ouuotommuo. _ Imm�mmnnl■■nanmonmm�uumunumour nnnnni■uounonnl■■nmmnnmm�ml►. RESIDENCE _ nnnnummnmumnml■lonunanmtr� mm�oninmtlmnonntnsmm� imluuun■1m■.un■■nm■onnomutl■omi .�inlm■■nnmonnm/nmonwomuoo■mitt►.�� ! j ! 1■il�in�■i�i■�■il�in�n��ini�il IIO�i■�■i1 i�l• _ ___ . '., Item/tl/■Imt/tt mtnt/mat■/1■t/It/Imam//Im II • MARIE AVENUE _ tlml■at■1■1■/nl■It■■■�mlt/■■Iml/t■nmin//1■It/l I � 1 1 PORCH Im1lalmtmlla..mlltlm/m11■Imlm11■Im/m11■Im■mlltlml I . F ' ' Ilmllt■■Im11/m■Im11tm/1■11■m■I■IIt■■I■11/■■1■11■ml :Z,=,=;_ ■�;= i1��lf�f tailmon■onnnmonmomm�onoun/mm -��-��_ ��_ � luon■nonnlmnu■unun■nuo■■u■nonl umontuunnmomm�nn■unnminouuo uunommtmnntrm■■no■■nuut■muumu ■umu■nnmm�lunmu/mnmutmlummmn■mi ;: n omnnmm�nnmonm■utnomnml ELEVATIONS m n met ■1 mmnnunmlm/unu ■0 1mo ■ u un Ili�� f elle�teel/eetee!■/e/iC!■teelm!e/eelm!e/l , 1 — unnm■tuumonomonnmunoommunmlm■I I : n ..:al• PORCH • . • 1 I EXTERIORGENERALNOTES ALL WALLS SHALL _ D.C. OTHERWISE NOTED. 2.ALL■ WALLS SHALL ■■ INTERIOR ��„\ I►. _ O.C.UNLESS OTHERWISEi�11■1\ 3.CONTRACTOR SHALL VERIFY I•mlmml■• _•...1..1...1..1.. ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. -•■IIm1\ CONTRACTOR SHALL ALL DIMENSIONS CONSTRUCTION.CONTRACTOR lnimini ASSUMES RESPONSIBILITY FOR L' ■m11m11 IIm11■m■1■Ilemelmllm■!1■1 ,■■ I■/lm11■■l1m11l1 ■■■ 1' tlmllel min n INCORRECT lm■mil\ `Iltt■■m11l11 II■■mmltl■■molll■■mm1l1■/ 11■1■■■mlmlmm■ml II m11■■mIm11■■\, amel■11l0 I-■mmol • BROUGHT I■1mt■lemlmo■1■■1■■!1lmll !1■!1■■!1■■1■■t 1 1■1■■tlimmmimolmxmiii M ---ion THE ATTENTION OF THE mlmnt■n■nmmnml■!m■1■ I■mml■1■■■m1mltl 1 \ImIm1 Im1■tm■Imte■■m1m1\. \Imimm ■■Ilm1■■m11l1■■■11■l■■■1 1■■■Ilmlmemllmll II �Ilmll milmlmlm11m1■mm11■1\ -loll 11m11m■ml■Ile■mlmllm■■1ml Immlmllmmmlmiiml li 1. `1m1 m11■mmlmllmmmlmil■■■. 1n II■■mmlml■■■■Iml/mmmlllm! Ilmle■■■1!1■■■!I u II 11►. \I 1■mn■n■■nnt■mtltl■. \I I■1mmm1mml■■m1ltl■■■Imm11 !1ltl■mmlmml■mm 1 Iel\ llmmmtmmlmomlomimt■1■!1\. I.....t■t1■1■■■!1■1■■mllo Ien1■n■nlmlml II MIMI 1■Immn1■1lmoml■Ioo■llml►. mm11llmlmllllmm■Ilmlmmmllml■■m11l1■■m11m1■■m11m1■■■11l1■!1 ■m11t1► m11m1■■m11t1■■m11m1■■■11■1\ .-- II�IIe■■1■Ilelelmllmmll�Ilemelmllm■■!■n■■■1m11t�e1■Ilt�tll -loll■■\._ m11■■■ 11■■mlmllt■■1m11■m■., _.. _.. _..-. _ - _--_- _- Ira . ■n a ►.� \ .•- '•\lIP oral■It■■mtmlm■■nmlmt\.._ .-- 1m1m1■!m!1■It■tolml■. \ .!m■1■1mm■■1ml■■■m1m1■■etlml■. le■11m1■■■Ilmlmmmllmlml�min- ' \11m1■■■Ilml■■mmlmlmisilmomil mmmllml��mis ■llmltmmmltllem■1■Itmmelllee■el■1■!mllml!!■■1/1lmm■1llmm■m1l1!!■1 11■■■■1mlm i■/1■Itm■llmlel Ira■Ira■1■mmlmml■mmlmmlmm■lm■1■!!1■ml■■mlmml■■ml■■1mmmlmllmm■1■!1■■I ■m1■■■lmml _ -mlmtllm■1■■m1■■1 lemetlmllml���•����•!le■!!i■Itm!!1■1■m■ltml■m.•......�1m1■■■!1■Ira 1■tm1■lmol 1■1/mlmlml\Ilmt■o■■1■le■tt1I Itlmmmllmlml Ilmt■■m11m1■■■11l1■■mltltl °' m11mlm unit■ mmignmo l . 111m1■mmlltl�lmll■1■■■11■1■■■ II■■ml■11■me ,,, III■■!1■11■■mlmll/■ml■11lI ■i■■■■■■■� Imll■■l1mI1! ■1■11■m■. minmmlmin 1■In■mlmllmm■n .-- ■nnnm■Ira lmmlllm■■■tn■■■mlmlt■■ml ■■■■Imlmmml 11■■■!1■1! 1■■l1m1■■ml ■mmmlml/mm■Inml t■mlmtl■om11 ,,'..� ■■mIe■1■e■1■e1■■!1■ml■■■ ,,, 11■■tl■■1■ml e■Imm■lmel _ IImfLEZfiFSd�l ■Imemlmllmlmlo■1 ®® --■sold A ram: m1■■■!1■1■■■m1mlO■m1m1■■ IIm1/m■simlm Inm1!■mm1 -� 1ml7ilnlilF9 11m1■■■llml■■■!11FARMER'S• 1■tm■■II■1■1 11l1■■m11l1mmm11e1■e■II■11 mllelme■Ilml I■m11l1■■■ mltlli/YYiiY■I Imll■1mm■11l1■■■ ®®® II/■mlmllt■■ I-I IIt■■t1■11/■■1■11■■t1■IIe. I-I I■11■■■1■t1/ ■1■IIt■■Ie PORCH ■limmst■IIII 1■IIt■tl■11■■t1e PORCH • • 1 mmlmn■mmlm' 111'���-111' 1■t1■imi l■iol mi■1■■■■1 ILLL���w111I ■t■■Itl■■■1 11■■■elelt I■■■1■1■■■1 1■■■eltlt■■■1■1■I Immloml■mmlm mo■llml■!Miami■m!1■mtmotl Ilmmol■■Ira■I ■■mmmol■ol Ilmmoloolmol ■Immmlo■Im■!Iml1 Itme■■lml■eo' ■lo■■o1■1■■■■1ml■m■mlml■■ liml■t■tl■Ie 1l1m1■lmml Im1!■tml■1■ 11m1■■omlmt■■moll COP RIGHT Im1■■■11lImL________IImIm■mllmlmm■11l1■tm11mIL________■Iltlmmm11m1 Imm11l1mmm mllmlmmmltmi NO-THSIDEHERESYEXPRESSLY RESERVES llmllmmotl mll■molm11m Imllmmelmlllmolt - ■■Imlmm■m1/Imlmmltl■mmmllltm■mlml!■mllmlm■■■1■Ira■mtl■1■■mm1o1lmml Ilo■molmlm Immo1■Itmml loommlll■■■■lml■I - - PJ!!!■1!1!eL•JI!!!1!m!■!!tm!!■!!!m!!!!!!■!!�J■!!■!!!t!!!e!!m!!!■1!!1 P9!!ol•ml _ _ _ , 11■o■1■el■ml ■1■■etmol■omlotl \ _ ■io.oil.00...00glmm■■1■1■mlml■Immmminlotllmllm■m1■nmmmlmn It1mnO�1 - \ lml■■mnmlm_llml■!m■Iml■■■■l1 • r DESIGNER: NORTHSIDE e - •STRUCTURAL TAYLAt► • IIm1■■. .I DESIGN LLC ,Mmlmmlm im11■Immm11m1■► 'Imlmmmlllimilommimilommi ..�. INNnolmii NINON ■1!!mllele■■■..._ 4■1lml■eelm/1■/mlmtl■\. `�lmmelm■1mm/Ira■1\. ���1■Imm!llml■mlml■1■\.. ml■o!!1■1■mlmlmlL� m11l1■■■11l1■lm11m1■► '!llmmmll■lmmmllml .i■11!■■1m11!■■1■11■■■1► �moim11mmmlmllm Ilmlmllml!■mm1■Imm■llml■■. `■1■m![ n■mmml 1■!tn■nmmF!Mn mmmlmmlm!!1!!Im ■■■ IIOI■■■1!!11 ■i,.■ nt■lmnl!!t■■tloolm ■j■'■ 11!!1■! ■',■�■ ■e1ollellmmmnelmm■Imelmo ■■'■ ■■i■ lolmo■nmlmOlemlolt!■ImL. `a 1■mlml■■■n1 Immtl■Io!!m1■1!!!ol■I J 1!llmll 1■1mn!!■1■1■mOlml■e■■1■11 I■Im1■■emlml■■■ mnolmumonnmlmn ■■■ omnelmm ■'■■ 1■enmomunom ■■■ ono ■'..■ lnnnmmmo■nnonu ■■'■ ■■!■' I■mn■tmonnm■n1■1■onn■►•'al,llmnml ■onnn■1 nn■nnnol■-mm�nl mmluol■ I■nmo■nol>,mm� nlmm nnnoun■mnnmm�mm nminounomtnmm-muemm .■■-mill •-• �nm■mom oum■mnm■■nnm mmm�ml Inn■onw■nmu 1mlml unmounolnnm■nmml umm�mlmnnnuunmmunn. `moral oral■nu mololl I ■mml■■l nnonnu mt■mm�nn■uum um■■ ulonmm�m■■non■■ ot■nnnomm�■■unuounm.. `mlmml PROPOSED ulnuuu I.I I.I ������■thin■nnnnnmuml non n Inmm�! a mu I ounnn■l l� nnnl t.1 nlmnminnnl■nou■n I�1I�I mnmm�nnmoolmnnnnn. `n! nunnl■l unu mmmounmlmn onnl■mml Im■nmomno■n non ■nn1■lmnmonmlmom _ ■nnlminnlmmmnn■unu■■■nnm► 'al lonnnn__-- --_�numm�omm�■mmm� - uun■mmlm --.-- Imnmuonnuouu mmut — nnnmmnunmu■mnnn_ --- ____nnn■nnummm�tmnnn■nnn■n► • ULD RESIDENCE nulnonm 3inmmnnumnnu■nmt■nnummnnlmmum■nmluolmtunu■■nmu■nmmmnuunuuuln■umnmuumlmumlw�' imuunmmnunnn■nnmm�mlmnnn. uunmlnnlmnumm�n■nnlnlmololmnnuonnlmnmlmomlm■untm!■1ltlmuu■lm■nnunnmm�numnumnuuonnuonn■olulmnlnlmouumnu■uoulunun■nuuonnlmnlnm\ le:t■:o1loaeeele�emle:msoall::a■e:Is::■e=:me:aeo:mle:ee:alee!■:�Ilooeeol■e:mle:emeall::ale:I■:ele::■::��leo1le:llC:ms:mlm:a■e:ls:::m■::■e_at::■l::le:ale:ram:ott:o■eot■e:llo:!■=ale:ameels:o■emme:am::ml:�te:�l- � nomnnomnmemnnonnununm■■nnmlnnlmnnn■■nnlmunmemnnmlnntommunomnnumnl■m■Imonnlnnmo■ono■olonmmonnonnlmon■Immnulmunminmonn�� � umnnnouuonnnmmnm■non■nminmmnlmnnnommm�mnon■m■nmo■elnlmnl.lnotmnotnummmnou■molminolnnmmun■ol■unll■nun■lumnnonn■mnnnmminuol■m m■n!■nnnm■ulnonuonnmm�nmm�nomommnnm■min■■■■u■■mono■■mnomm�lnnulnnunno■mmommm�mmonnemnm■onmonlnmlmmm�nn■tunonnmm�nu■- 1 unn■■nnlouououn■lnmm�monouomuunuomnm!■nmonnmunmm�unonnlmlnnue■uuounlmlnulnuummmumm�uuummm�tnlmnunomnmuuumoum-mtl MARIE AVENUE l■numnmm�nnnnomnnl■nw1■nnnnnnl■nnnmmlmnmmn■mm�lml■t■n■1■nn■unn■nnnnnnlmntumnuunonnnolmnnmm�nnuomnnuununnnl■unnnnomm Inonn - _ mnnmunmunnomnum--••••---••••-•vnu!■numnnnominur-•: �.r�tlnmmnn•-•-..�._vile•__-..-•�■■ono■nn■emutlomunmmm■on■l■onnomutl mnommm�nmm�nnml nnomnm■uunnnml nuoum unn unlonminmminommnnmm�nlu�•�...�..�o __. ;. .- r■nn■m mm�utmmm�mnmom ��■ ■�■ umnmlmtunuunnmm ■mmnlml um numnnnouuunnmm�m■ommm�l m uttn n n u m m lml �� �� ��� ti� mm■Ilme■ llmnnnn■n ■■■ ■■■ Imnn ■nenonnNIM �:�•� lon■llmt inmm �: nlmnlnlmm■mtoeln-■■llmnonn-■nIl of :; nluu■ u■nnmm�nunnuuun Inoouu!/nmionlmnmm m-nnun - - nmm nuurann■c-nmiom■-�mm■Imomm� ■■ m moral �� ��s ��� �� mmmlmmmunmmminlm■nlill I-II-I mnm!■umm�nuomll■Iml ��'� Immlmllm ■�� ran �� moon limmmm■Imomllmlm. u!I 11■mnnn ,� - Inmm�mimm�■u■■nnnmi u�J monnnmmmonmll■m1 !n■mlmnl ■i� Ymn1 umnll IIIIIIIP lull Il:ffdl: lm■lmntmnmilmml ■■I■ un .. ■nnum �,�� ��, n■nnnonnunnnmm ouno■mnu■mnllnm■l■ imnnn■I m■I nom■ _ _ __-- nmmoumon Im1 i unorn mm�u■lnnnunnno■n -- -- '— unnu■mnn-■nunom ■ .■mmtmnmm __ Inm! ■ uuo mn1■numm�n ■■I■ ■!IELEVATIONS lmmm� �� �, .,, ,'i Il■n�nnnnlminnsmn m l R�7 ]n nl.m■■m!■nlmnnmm�n ntmnl■n II nmu u mow nmnnn■■1■lnl __--- w ulmum - -�� minimmmnnomnnmuunn■nmlomlulmmmmlmol■mm�■■milmlmi - inumn �I uu■ - -_ mnnl umlmn■Im■mlulm n!I j ij;ia Itumm� { - lnl■mmm�mmnnummm�■■n■nmmu■In III mnnnnlmil nnme.�...�..�n■mnnn II� unn....:..�nmun Imnm1 nmml m on1lmm ■�■ �'� � � CI. ■mnnmm�mlmnlin Mimi oral min nou ■■■■min■ram ____-.■■min■■■non■■ran■■■min■ovum I�I�II Imm�nn■ran■■r mlminmmultemnl Imi m :! untnml nunutnnnlmnnnonnumnl■nnmr -----I _ tonmm�nlmonmm�un■! leunnmmoun mnunnno■n , III of i !I ili - II II II - � I'i6if�ii�iel■i"lil =■ �■ - 1 PROJECT#: SHEET _ •. OF GENERALNOTES CUPOLA IN C > 5 1.ALL EXTERIOR WALLS SHALL CON'Th /' (�`r \ A.F) OTHERWISE N D.C. UNLESS IN RIDGE D. VENT I I 2 2.ALL INTERIOR WALLS ALL L RIxI.E BE 2X4 @ 16"O C.UNLESS 0A.6 OTHERWISE NOTED. A 21IO RAFTERS 10 RAFTERS 2x10 RAFTERS TRUSS A 2110 RAFTERS 3.CONTRACTOR SHALL VERIFY A.8 •16.O.C, r •16.O.C. •16•oc. •16•oc, ALL WINDOW ROUGH OPENINGS 2112 RIDGE 3 4 12 v 2) � PRIOR TO ORDERING WINDOWS. A.6 4.CONTRACTOR SHALL VERIFY _ ALL DIMENSIONS PRIOR TO 2cS CL.G it CONSTRUCTION.CONTRACTOR / JOISTS• BATH BAT #2 BEDROOM#2 3)216 ASSUMES RESPONSIBILITY FOR 16•oc. ANY MISSING OR INCORRECT - HEADER DIMENSIONS NOT BROUGHT TO PROPOSED PROPOSED PROPOSED THE ATTENTION OF THE WALK-IN �+ ® ® MASTER BATH 'TV ROOM DESIGNER. CLOSET o R 2x@�I6•00. PROPOSED FLODR 1 2112•16• F. - - - 2112 1 W O.C. 2112 1 16.O.C. N W45 STEEL BEAM PROPOSED PROPOSED PROPOSED DROPPED STEEL PROPOSED � ID BEOw / LAV LAUNDRISTSY KITCHEN BEAn GREAT ROOM - PROPOSED 4 ® ® ® ® 1 ENG NOTES 4/7/15 { A•6 cwsEr GARAGE b NO. REVISION DATE COPYRIGHT THSIDE HEREBY RESERVES ITS COMMON TAW COPYRIGHT. THESE PLANS ME NOT TO BE PROPO:aID FLOOR \� ` CHANGED OR OPIED N ANY FORM ORO MAE NER -\ _- - - - - - - _ - _ WHATSOEVER VJITHDUT FIRST OBTAINING �Awwe gLgg- CONSENT OF NORTHHSIDE DESIGN ASSOCIATES. 2x12 1 16'O.C, 2x 2•f6l O.C. (2)MINI Y,•L 10•THICK x 41-S• IO THICK x i61-0• PROPOSED PROPOSED - CONCRETE o -�' CONCRETE ON CONT 20WALLxOI °Q CRAWL SPACE BASEMENT BUILDER: ON CONT.2YxIo- CONCRETE FOOT Y CONCRETE FOOTING i0 9S9FFH7WAAIL.JII__-SFLI4LJJV+I� lo•THICK x T-In CAI1NTAAINOr4�B•MIN. C CONCRETE WALL ON CONTINUOUS 20•AO' FOOTING COVERAGE CONCRETE FOOTING A SECTION DESIGNER: F (a)IIY,,416•LvL RIDGE NORTHSIDE A.8 2xIO 16•O.C. DESIGN 2 t2 o!m 2xlo I6•O.C. ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN _ 2 212 RIDGE 141 MAIN STREET'VARMOUTHPORT-MA 02675 A.6 3 2xe cLG..lO1sTs 210 ROOF 2112 RIDGE \ •ko O.C. (508)362-2210 (508)362-9802 - RAFTERS 116• 1 TfL2L2L2ZMl NORTHSIDEOESIGN.COM O.C. R-3B FIBERGLASS B MEZA XR mrthsltlelRlcomcastnel INSUL. �- a B cl6 JOISTS STRUCTURAL ENGINEER: RAFTERp0 \� 6 VExr PROPOSED Pas BE. M TAYLOR BATH#4DESIGN LLC (S)21S HEADER - aPROPOSED 1 / A HALL 10 ROOF RAFTERS STAMP: o }1{- (3)2xe HEADIER * PROPOSED A.8 ❑ ❑ 2 - TV ROOM FRAMED B Ecoao FLOOR — — — — — •16•O.C. PTO A.8 Y 2x12 k•O.C. �STTSSiNI•oc. BEYOND 2cfO P.T.RAFTERS�F W10 H2��P.T. 4 —F1tOP05ED FLOOR ALIGN W GARAGE FLUSH PROJECT 2112 0 16•O.C, SIT STEEL BEAM PROPOSED 210 CLG,JOISTS• PROPOSED PROPOSED / 16.Oc KITCHEN PROPOSED FARMERS GOULD DINING ROOM w I s s�o LAG BOLTS L2EADE P.T. To PORCH ��y°AS NEmID RESIDENCE PROPOSED PROPOSED IN CONCRETE WALL PROPOSED MUDROO PORCH (s)210 HEADER LAUNDRY Comma PosrtE DE E 70 MARIE AVENUE U.N.O.(TYP.) * COMPOSITE DFGKING - - ON P.T.DECK FRAME — — — — — _ / CENTERVILLE,MA. FIRST FLOOR 2110 P.T.DECK $ 2.12•Ib'O.C. 1.aISTs•16' 2)19M Ye LVIL A 8 O O cuBBIEs 7 ��IRo P.T. TITLE: - PROPOSED FLOOR _ l a°S.TTS 0 it,0� PROPOSED a BUILDING s V2•cow.FILLED S, 2112 IS.O.C' 1 b UNFINISHED STL.LALLY COLUMN a oGF FaornlG SECTIONS lo•THICK z ALL BASEMENT ON 36•x36*x12•DP, �)FOR MN (2 2x10P.T. PROPOSED 5- H) j. CONCRETE WALL ON CONC.FOOTING,TYP, SUPPORT ABpyE 6 CRAWL FADER CONTINUOUS 20•x10• � ESS.0 a G SPACE \ CONCRETE SCALE: 1 = 1 n _ ��CRRAW�SPACE / ABASE— BLAB — — — — \ JB 1 -0 1 j / 4•CONC.SLAB ON �� PROJECT#: SHEET 9 - 10 MIL VAPOR RETARDER A.5 SECTION a.7 A.7 B SECTION DATE: OF(� v 3/27/15 12 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL RIDGE VENT BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. ROLL VENT 3.CONTRACTOR SHALL VERIFY BIDING BEE ELEVATION ALL WINDOW ROUGH OPENINGS RIDGE BOARD PRIOR TO ORDERING WINDOWS. 'TYVEK'HOUSEWRAP �TYR`/AUCTRUYRAL BI 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS TO �i CDX PLYWOOD f1A CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR 2.6 0 16'O.O. ANY MISSING OR NCORRECT 160 FELT PAPER DIMENSIONS NOT I BROUGHT TO R-19 FIBERGLASS INSUL 5/6'CDX PLYWOOD THE ATTENTION OF THE DESIGNER. RAFTER VENT WHERE INSUL 6 MIL POLY VAPOR BARRIER R-EB MGM '�j• G.W.B. - 2.10 RAFTERS TYPICAL RIDGE VENT DETAIL 1 1 ENG NOTES 4/7/15 (1_'�TYPICAL NALL DETAIL SCALE 1-1/2" 1'-0" NO.I REVISION I DATE SCALE 1-1/2" 1'-0" - COPYRIGHT NORTHSIDE HEREBYCOPYRIGHT. RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED 2X6 RAFTERS CHANGED OR COPIED INANY FORM OR MANNER TAINING 16"O,C, TµHEE EXP RE MITTEN RMISSISION AND %CONSENT OF NORTHSIDE DESIGN ASSOCIATES, BUILDER: B " CROWN MOLDING I I I STRIP VENT 1x TRIM FLOOR JOIST WINDOW DESIGNER: NORTHSIDE 2x TO BOLTED FLANGE DESIGN ASSOCIATES ASPHALT ROOF SHINGLES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN MATCH EXISTING ® 141 MAIN STREET'YARMOUTHPORT•MA 02675 %•CDX SHEATHING BEVELED (sos)96z-ORT ISM)362 9802 ill NORTHSIDEOESIGN.COM ® BILL OVER "ortnslaeT@comwscoet R96 GATT INSUL. CROWN k Gws u/sKIM COAT PLASTER STRUCTURAL ENGINEER: ON 1x STRAPPING 4 16' O.C. TAYLOR BEAM SIZES VARY 10 0 TRIM GROWN MOLDING DESIGN LLC x1 ICE AND WATER BARRIER MEMBRANE 2x4 WALL 16" O.C, STAMP: - CARRY UP 9'-0' FROM EAVE - AL DRIP EDGE OVER ICE t WATER BARRIER. / - / 'TYVEK°i10UBEWRAP ALUMIN. GUTTER #•CDX PLYWOOD ENCABE STL. BM, SIDING SEE ELEVATION PROJECT IN FIRE RATED SHEETROCK - PROPOSED CORA-VENT STRIP VENT ZXB BOLTED COULD TO FLANGE CUPOLA TRIM DETAIL RESIDENCE IX FRIEZE 70 MARIE AVENUE BIDING CENTERVILLE,MA. TYP-WALL GARAGE JOIST TO STL BM CONNECTION PICAL E VE DETAIL Y SCALE 1-1/2" P-O" TITLE BUILDING 3 SCALE 1-1/2" • 1'-0" DETAILS SCALE: 1 Y2'. PROJECT#: SHEET A.6 DATE: OF 3/27/15 12 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY 'TYVEK'HOUSEWRAP I ALL WINDOW ROUGH OPENINGS 'TYVEK'HOUSEWRAP I b COX PLYWOOD PRIOR TO ORDERING WINDOWS. COX PLYWOOD 2.6 0 16"O.C. 4.CONTRACTOR SHALL VERIFY ISTING WALL 2.6 6 16"O,G, ALL DIMENSIONS PRIOR TO R-Iq CONSTRUCTION. CONTRACTOR I I 61X61 P-T. POST FIBERGLASS INSUL. ASSUMES RESPONSIBILITY FOR I I I FIBS CONTINUOUS I FIBERGLASS INSUL, ANY MISSING OR INCORRECT I 6 MIL,POLY VAPOR BARRIER BROUGHT TO b MIL. POLY VAPOR BARRIER DIMENSION NOT I I THE ATTENTION OF THE I (ALUMINUM FLASHING I G,W.B. DESIGNER. I I 'TtG PLYWD, SUBFLOOR I I 2xI0 P.T. LEDGER AIL E 4 PLYWD. JOISTS OR GLUE t NAIL TO JOISTS I I W/2-5/B' DIA. GLUE t NAIL TO JOISTS I I LAG BOLTS 16,O.C. SIDING SEE ELEVATION I I USE EPDXY AS NEEDED I I IN CONCRETE WALL SIDING SEE ELEVATION 12! b'O CD%P-T. PLYWD. SOT TOM 6' RIM JOIST OR DBL. PERIMETER 2x6 P.T.DILL DBL.2x10 P.T. 9g COX P.T. PLYWD, S ILL SEALER NOTCH 6x6 POSTS -- CARRYING BEAM ' BOTTOM 6' II i/2° CDX PLYWOOD - DEPTH OF I-2x10 VERIFY JOISTS 512E t 5/5'ANCHOR BOLTS 0 SO O.C. II i 1 ENG NOTES 4/7/15 t THRU DOLT BEAM---, SPACING ON FRAMING PLAN 2x6 P.T. SILL ZXI2 6 16.O.C. MIN. 7'EMBEDMENT °� 2xI2 6 16 O,G, -- METAL w/3'.5'xI/4'-PLATE WASHER I�17 FRAMING HANGER ==1 SILL SEALER NO. REVISION DATE 5" o COPYRIGW MIN, ANCHOR BOLTS 196'O.C. d ITS COMMON RIGHT. RESERVES ITS COMMON LAW COPYRIGHT.MIN, 5'EMBEDMENT ° THESE PLANS CREED IN ANY REPRODUCED WB'X5'xl/4'PLATE WASHER C ° CHANGED OR COPIED IN ANY FORM OR MANNER 6"x6' P.T. POST bI FILL•TAMP 5'OUT FOR ' FILL t TAMP 5'OUT FOR I'/FT. SLOPE+ PROVIDE WHATSOEVER WTHOUT FIRST OBTAINING I"/FT. SLOPE,PROVIDE II ° 12"BED OF 1rs'STONE THEEXPRESSWRITTENPERMISSIONAND 51MPSON ABA" II d WHERE NO GUTTERS - CONSENT OF NORTHSIDE DESIGN ASSOCIATES. POBT BABE IZ"BED OF �'STONE ° (TYPICAL) WHERE NO GUTTERS - II __ _ I d c° STING _ I ___ _ c I FOOTING PER PLAN FOUNDATION WALL _ _ ° \ 8 t AROUND ALL OPENINGS BUILDER: II EXTEND 4'-0' 2 6#5 REBARS CONT. _ ° I I `YPIICLOW AL) HED GRADE t AROUND ALL OPENINGS I DAMPROOFING ( I I I I 4 °I ° DAMPROOFING I I - od I (�)�OUNDAT'�N SHELF DETAIL DESIGNER:TYPICAL DECK ® SILL DETAIL TYPICAL SILL DETAIL ALE I/2.I-O" NORTHSIDE SCALE:( I/2"�I'-O" �-J SCALE 1-1/2" - I'-O" ® DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN STRUCTURAL PIPE COLUMN OR-. 141 MAIN STREET'YARMOUTHPORT•MA02675 3 1/2" CONIC, FILLED STL. COL- (508)362-2210 (508)362-9802 6/OR 84 IN�HEED 1 KIPS LOADING NORTHSIOEDESIGN.COM DO NOT SACKFILL WALL -777 BIT.JT. FILLER, n BITUMINOUS W/ FOINT FILLER, n-hsleel@com-t— UNTIL CONCRETE HAS DOORD. DIM.W/ DOOR LOCATION 4 CONCRETE SLAB JOINT SELANT, ATTAINED 7 DAY STRENGTH TOP OFF W/FLEXIBLE 6'APRON, THICKEN TO S' "SIKAFLEX IA" STRUCTURAL ENGINEER: AND BOTH TOP II BOTTOM JOINT SEALANT 6 DOOR OPENING 6 MIL- POLY VAPOR BARRIER OF WALL ARE PROPERLY SERCURED. _ - GARAGE DOOR CONCRETE FOOTING TAYLOR WWF 6X6 6/6, TOP 1A 31_Onx31_DIx11_OII 1111=I111 6� - ASE PLATE DESIGN LLC '� 26 05 REBAR 1y1x yx 6X6 6/6 WWF, TOP 1/3 ° 21 05 REBARS, CONT. :. 4'CONC, EI 4'4x ' TOP t BOTTOM E�M=_—(III °', ._v..:. CONT.O GALV,ANGLE w/64 OF SLAB - °" 1111-11I PERIMETER ANCHORS 6 V-O" _ STAMP: . ', ..... O.C. MAX. �"..'..f....: 6'COMPACTED CARRY DAMPROOFING _111=111 FILL OVER TOP OF FOOTING 6x6 6/6 WWF Tr e. =1 .. TOP /9 OF SLAB __ __ .-___ _ _ _ _ _ a 2%4 KEYWAY PROJECT:4 0 >t4 REBARS CONT_BOTFI WAYS (T FPIGAL PROPOSED 56#13 REBARS, CONT. .: ° COULD d ° _ ____�_�__:=_ _� RESIDENCE —I — -1—I111 Ill l d p Z p p p z 1111=1111=III=III1—I111 (III—(III=(III=(III=(III— p a p ° 2x4 KEYWAY 70 MARIE AVENUE 0I Hill 110I I I=1111=III=1111 I I I1=I 11 I=I I I=1 I I I CENTERVILLE,MA. 6' 2 6 a5 REBARS, CONT, d 04 \/\ TITLE: W-W M1 DETAILS BUILDING SCALE IGA2 SLAB FOOTING �/\ \\%\\\i\\//\ SCALE:a b' COMP. FILL In'�'Kmum v'"xar emn°10AYCcarm,"'ru�""w e�m.rsv�m.T 1 1/2 r O GARAC:E APRON DETAIL SCALE 1-I/2" r-o^ J COLUMN FOOTING _DETAIL SCALE 1-1/2" - 1'-0" PROJECT#: SHEET A.7 DATE: OF 3/27/15 12 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 110 MPH WIND ZONE REQUIREMENT FOR 7BO CMR Bth EDITION MA STATE BUILDING CODE 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY. ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO RAFTER O 16" O,G. `I`\`e CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY OR 2x6 DSL TOP PLATE of ANY MISSING OR INCORRECT 1 I DBL TOP PLATE DIMENSIONS NOT BROUGHT TO j THE ATTENTION OF THE SIMPSON SP6 (20 GA-) eI AJ DESIGNER. up° H2.5 0 EA. RAFTER I j 1/2'COX SHEATHING CONTINUOUS HEADER e � •MULTIPLE OPENINGS I I ° TOP PLATE i 2x STUDS 0 16" O.G. l e l 2x STUDS O 16" O.C. HEADER o1 I I I _ NAIL Bd COMMON EXTEND HEADER —^J I NAILS 9'O.G. TO KING STUD FULL HOT.STUD BTM PLATE MDR UPLIFT STRAP --JACK STUD j WINDOW SILL ��lo� NAIL TOP PLATE 1 ENG NOTES 4/7/15 A RAFTER TO PLATE CONNECTION PLATE W-B/S•AN BOLTS TO BTM. OF HDR /31x31 PLATE WASHERS 2 ROWS lad NAILS SCALE, N.T.S. -5/8" ANCHOR BOLTS o 56" O_C_ \c�> RIM JOIST •9' D.C. NO. REVISION DATE MIN. 7" EMBEDMENT OPENING COPYRIGHT w/B"xB"xl/4" PLATE WASHER a �Sfe\ !14TSRCOMMONLAWBOPYRIGW. RESERVES LOOR JOISTS FOUNDATION •" THESEPLANS ARENOTTOBEREPROCUCED CHANGEDOR COPIED INANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING 12 GA. ANCHORS TYP. ° BILL PLATE •`j e - THE EXPRESS WRITTEN PERMISSION AND %e\ CONSENT 01 NORTHSIOE DESIGN ASSOCIATES. a• 4.I I 4 a I BUILDER: I 4 ,I 1/2" COX. SHEATHING ' • , D NA ROW WALL BRACING i� SILL PLATE TO TOP PLATE SCALE,N.T.S. SEE NAILING SCHEDULE 4 n 5/8" ANCHOR BOLTS• 36" O.C. / Q 15TUDS $ HEADERS MN. 7" EMBEDMENT L7 SCALE, N.T.S, lu/B"xBNI/4" PLATE WASHER DESIGNER: NORTHSIDE DESIGN r` SILL TO PLATE w/ SHEATHING ® ASSOCIATES V SCALE, N.T.S. JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN COMMON NAILS BOX NAILS 141 MAIN STREET'YARMOUTHPORT•MA 02675 (SOSf362-2210 ISM)362-9802 NORTHSIDEDESIGN.COM ROOF FRAMING noRhsitlel@c"mcas[.neL BLOCKING TO RAFTER(TOE NAILED) 2-Ed 2-IOd EACH END RIM BOARD TO RAFTER (END NAILED 2-Ibd B-16d EACH END r STRUCTURAL ENGINEER: WALL FRAMING TAYLOR TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-I6d 5-16d AT JOINTS ° ° DESIGN LLC STUD TO STUD (FACE NAILED) 2-Ibd 2-16d 24'C.C. FLOOR FRAMING 2)l6d COMMON HEADER TO HEADER (FACE NAILED) 16d 16d 24.O.G.ALONG EDGES STAMP: NAILS 6" O.C. ° ° SIMPSON JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-Ed 4-IOd PER JOIST BEAM 4 STRAP HTIT BLOCKING TO JOIST (TOE NAILED) 2-Bd 2-I0d EACM END ° BLOCKING TO SILL OR TOP PLATE(TOE NAILED) B-161d 4-I6d EACH BLOCK LSTA 0 EA. RAFTER LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) B-Ibd 4-I6d EACM JOIST 2V 41r, JOIST ON LEDGER TO BEAM(TOE NAILED) B-8d 3-IOd PER JOIST ENDDISTANPROJECT: BAND JOIST TO JOIST(END NAILED) B-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-16D B-16d PER FOOT - ,i PROPOSED ROOF SHEATHING GOULD WOOD STRUCTURAL PANELS AHA66°N RESIDENCE RIDGE BEAMRAFTERS OR TRUSSES SPACED UP TO 16"O.G. Bd IOd 6' EDGE/6' FIELD _ 70 MARIE AVENUE RAFTERS OR TRUSSES SPACED OVER 16" O.C. Bd IOd 4' EDGE/&' FIELD I TE,IDGE STRAPS ARE NOT CENTERVILLE,MA. GABLE ENDWALL RAKE OR RAKE TRUSS Iu/o GABLE OVERHANG ad IOd 6" EDGE/6' FIELD REQUIRED WHEN COLLAR TIES OF GABLE ENDWALL RAKE.OR RAKE TRU55 w/STRUCTURAL ad IOd 6' EDGE/6' FIELD I NOMINAL 1x6 OR 2x4 LUMBER OUTLODKER9 ARE LOCATED IN THE UPPER GABLE ENDWALL RAKE OR RAKE TRUSS,u/LOOKOUT BLOCKS Ed - 10d 4' EDGE/4" FIELD THIRD OF THE ATTIC SPACE AND ATTACHCEILING SHEATHING 5)IIOd NAILS EACH END USING TITLE: FRAMING GYPSUM WALLBOARD I 5d COOLERS - 7° EDGE/10° FIELD TIE-DOWN DETAILS WALL SHEATHING C SIMPSON STRON —TIE CBQ RIDGE BAND STRAP @QL�NE.7 STUD HOLD DOWNG SCALE, N.T.S. SCALE, N.T.S.WOOD STRUCTURAL PANELS - SCALE: STUDS SPACED UP TO 24°O.G. ad IOd 6" EDGE/12° FIELD NOT TO SCALE - .j'AND%' FIBERBOARD PANELS Ed - 5' EDGE/6" FIELD Xj'GYPSUM WALLBOARD Bd COOLERS - 7° EDGE/10° FIELD _ FLOOR SHEATHING PROJECT,#: SHEET WOOD STRUCTURAL PANELS A.8 � ./1 V OR LESS Ed IOd 6" EDGE/1' FIELD - - - _ H 8 GREATER THAN I' 10d 16d 6' EDGE/6" FIELD - DATE: - - OF 3/27/15 12 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE "O C.UNLESS.LVL/GLULAM OTHERWISE NOTED. ` BOLTING/NAILING 3.CONTRACTOR SHALL VERIFY MULTI 1 3/4"BEAMS ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR 2 PIECES G 2 ROWS OF 16D NAILS!12'O.C. ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO B c D - THE ATTENTION OF THE A.5 A.5 A.3 DESIGNER. 3 PIECES p 2 ROWS OF 1/2'DIAM BOLTS•12'O.C. - (2)2R10 P T. k6'P.T.POST S.T. I 1 ENG NOTES 4/7/15 JOISP.T.li O'C, I NO. REVISION DATE l T¢ �I COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES 4 I ITS COMMON LAW COPYRIGHT. THESE PUNS ARE NOT TO BE REPRODUCED TUBE rJ.TEEI I CHANGED OR COPIED IN ANY FORM OR MANNER COLUMN WHATSOEVER WITHOUT FIRST OBTAINING ■ ■ _ _— ■ ■ I THE EXPRESS W TTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. ■ I II I BUILDER: 10 PT DIA.LAG BOLT9 II,/__h`I O.C.. DID i PROPOSED PROPOSED S �J11� GARAGE CRAWL SPACE II IN CONCRETE WALL y) 'x4'x.25• II II A COWMNTEEL II A.5 TO FOUNDATION II zx FLOOR 2 x 12 FLOOR JOI6T9•16.OF JOISTS•16'O.C. �I — __—R NORTHSIDE s IrY coat.FlLLm II N2 �10 P.T. DESIGN STIL.LADY COLUMN II 2)W AI Yl'LVL ASSOCIATES TYPICAL DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN S 141 MAIN STREET.YARMOUTHPORT-MA 02675 4'X4'% • (508)362-2210 (SOB)362-9802 2) V 4 LVL TUBE STEEL II NORTHSIDEDESIGN.COM COWMN I == IIonhsIdel@comcllt.— PROPOSED TO FOUNDATION II BASEMENT II D STRUCTURAL ENGINEER: II A'3 TAYLOR _ _ i it DESIGN LLC 2A0 P.T.DECK JOISTS •16.O.C. II STAMP: ID ■ ■ ■ ■ 2X10 P.T.LEDGER w II w�?oi'u EY LAG E',s I II NEED IN CONCRETE I II - 'x4'x S. - TU13E STEEL (2)adD p.T, COLUMN HEADER PROJECT: PROPOSED ZdO DEC P.T. K "to P.T.LEDGER w GOULD JasTe 16'O.C. s'oC..USE EPDXY AS RESIDENCE NEEDED N CONCRETE WALL 70 MARIE AVENUE CENTERVILLE,MA. --L _ --L =--L---=— J— ____— 6'I*-P.T.POST (�)� FIRST FLOOR NF.)ADER P'T HEADERR P.T. nrLE1 ST FLOOR FRAMING PLAN FRAMING PLAN B c A.5 A.5 PROJECT SHEET S. 1 DATE: OF 3/27/15' 12 GENERAL NOTES. 1.ALL EXTERIOR WALLS SHALL- BE 2X6 @ 16"O.C.UNLESS - OTHERWISE NOTED. INTERIOR WALLS TYPICAL LVL/GLULAM Be 2XL4@16"O.C.UNLESS SHALL BOLTING/NAILING OTHERWISE NOTED. MULTI 1 3/4"BEAMS 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR 2 PIECES 2 ROWS OF 16D NAILS 1 12'O.C. ASSUMES RESPONSIBILITY FORANY MISSING OR INCORRECT B G p DIMENSIONS NOT BROUGHT TO A.5 A.S THE ATTENTION OF THE '0'.5 DESIGNER. S PIECESEl 2 ROWS OF 1/2'DIAM BOLTS Y 12.O.C. (HEADER 2112 P'T' 6'x6'P.T.F05T (TYP.) F 1 ENG NOTES 4/7/15 PROPOSED NO. REVISIO(j2x12 HEADER bVPR PROP-EDENED PORC4x4x.W SLIDING DOORS C PYRIGHT NORT-ISIDE HEREBY EXPRESSLY RESERVES T T ( ITS COMMON LAW COPYRIGM. COLUMN THESEPLANS ARE NOT TO BE REPRODUCED UP/DN. UP/DN, j CHANGED OR COPIED IN ANY FORM OR MANNER POST ______ —__ - T-IE PEVERWIITTEN E MIS IONA D UP/DN. PROPOSED 1 PROPOSED THE EXPRESS WRITTEN PERMISSION AND I \ OBI. STUD / %CONSENT OF NORTHSIDE DESIGN ASSOdATEs. BATH ; LAUNDRY PocKETs NO.4 III I 2E CLG.JOISTS j BUILDER: I I •w'O,C.W/(2) IIII PROPOSED 2x12 FLOOR 2x6� "� OfIOR JOISTS• I I 1 1151 KITCHEN I I JDISTs la•o.c. j j .m5T5 k•o,c. COLDN EELW 14x4B STEEL BEAn I 1p.UHN I A.5 DROPPED BELOW JOISTS I L jPOST ME s• I — a 2-kex five LVL —— DESIGNER: I'"M 1 1F�______———— —— (2)2xn Ps. NORTHSIDE UP — — — PROPOSED -12 FLOOR 4 � HEADER DESIGN GAR GE III MUDRM. Jaws•Iv O.C. III 1 PLUSH I I ® ASSOCIATES I I I II rEm 3-Fr45 Idf LVL B- V. LVL I 1 Iry' ■ I DISTINCRVE RESIDENTIAL&COMMERCIAL DESIGN HPA�IEOR I 2_ 4'x 10p LVL I 141 MAIN STREET'YARMOUTHPORT-MA 02675 U.N.O. r--._.—.— .---._.,. r.---.-----.-----------.-I -_ __ I I 2-19fx We LVL (50R)362-2210 (508)3 62-9 802 (TrP.) I I I WNQ ______ NORTHSIDEDESIGN.COM northsitlel@camcast.net j 5 1 I I I 2 s I COVERED DFOFI PRO OSE 16•O.C. I I6'O.C. i PROPOSED ® GREAT ROOM p T DINING ROOM 4'x4'x1s' STRUCTURAL ENGINEER: I =N I QOLUKN I I A.3 I I TAYLOR j j I I l j T 2x8 CI G.JOISTS 2x12 FLrwR DESIGN LLC UP/DN. •fr..O.C. I 2112 JOISTS 1 16'D.C. I I _ JOISTs 1 16'O,C. POST —— __ __ UP/DN. —POST 6P�T Wt6; --POST — — (2��10 P.T. I I STAMP: POST UP UP T I i 4'x4x.26' DN. DN. DN. DN. 2-19fx IU;•LVL I x TUBE STEEL p,��BR��41 I COLLIMN s .I fi%o LVL COLUMN J015T SPACES(TYP.) ER,CONTI — =_LIZ - II 11 PROJECT PROPOSED II FARMER'S-PORCH i5CI1OSTS GOULD II 11 Hz P.T. RESIDENCE IIEADER II II 70 MARIE AVENUE 4(-) CENTERVILLE,MA. SECOND FLOOR -- IL- =_ =_ -- -- -- 0X6.P,T.POST H2E)ADER P.T. (•YP,) FRAMING PLAN �PT N2 P•T• !lD2;ER P.T. TITLE: 2ND FLOOR FRAMING PLAN e c A.5 A.5 PROJECT#: SHEET HE ., V.2 DATE: OF 3/27/15 12 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL TYPICAL LVL/GLULAM BE 2X6@16"D.C.UNLESS BOLTING/NAILING s C D OTHERWISE NOTED. A.5 A.5 A.3 2.ALL INTERIOR WALLS SHALL MULTI 1 3/4"BEAMS BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY 2 PIECES o 2 ROWS OF I6D NAILS!12'O.C. H2)yll2 P.T. ROOF BR Try 4, ALL WINDOW ROUGH OPENINGS FADER PRIOR TO ORDERING WINDOWS. JOIST SPACES —(Tyr.) 4.CONTRACTOR SHALL VERIFY 0x6'P.T. - ALL DIMENSIONS PRIOR TO (TYP') I I CONSTRUCTION. CONTRACTOR II II ASSUMES RESPONSIBILITY FOR 3 PIECES 0 2 ROWS OF 1/2' DIAI'1 BOLTS!12.O.C. II ANY MISSING OR INCORRECT 210���y DIMENSIONS NOT BROUGHT TO II •)1 O,C.WA I� THE ATTENTION OF THE VL HEADER T (3y2110 HEADER II (2)2x6 BRACT DESIGNER. 4x (S)2112 NEARER -= POST POST T DN. U.N.O.(7YP.) II DN. DN. f21DGE STRAPS DN.POST- (TyP•) PROPOSED jj, ER POSDWALK-IN CLOSET / BA H II a 0 A / 2x10 RAFTERS OP ED /-� II IN 16 RAFTERS 2,10 RAFTERS 2x10 RAFTERS � •w'D.C. II •16•O.C. •16•D.C. II •W O.C. / I --- Q II 1 ENG NOTES 4/7/15 A / I' ROP SED PRO OSE 2112 TODGE ' A. A H 4 A H 2 I POST — —— — — —— —— II II NO. REVISION DATE A.5 ON. / II ROP SED ----- DN. BE R M 2 = _— COPYRIGHT —_--- NORTHSIDE HEREBY EXPRESSLY RESERVES -- — ITS COMMON LAW COPYRIGHT. ., Y - - POST THESE PLANS ARE NOT TO BE REPRODUCED ITb'LVL (2),I2 P.T. CHANGED OR COPIED IN ANY FORM OR MANNER II �L• FLR I µ 2'10 AFT I PR OSE II (9)11 We-6'LVL RIDGE I I HDR FLU'JH I TAT NEARER WHATSOEVER�MTHOUT FIRST OBTAINING SUPPORT' •W O.C. I 1—L L —L 1 I— —I—L 1 — DN. THE E%PRESS WRITTEN PERMISSION AND H L IL——__——— —I— CONSENT OF NORTHSIDE DESIGN ASSOCIATES. II —— — _———__——�I — —__——__—— PROPOSED —� P�DrT II I DON II 14x6 POST T I S 2x12 VALLEY BUILDER: MASTER BEDROOM D"• DN.TO HDR DN. (2)Iq'x11T6'LVL RIDGE ____ __ _ — 2d2 VALLEY I(2)194 X4 Yr LVL II / I PR POSE �y�IpI / VK D (BACI HEADER 2,110 RAFTERS 2 RAFTERS �� "ea IB D O M#.D P OPO EDIT / A.3 U.N.O.(T(P.) •16.O.G. f 16.O.C. 4 II I II II / I I I SSPRAEE - y'' B T P PO: II I 2X10 RAFTERS I I .I. (2)Inrxwr LVL DSL,STUD —— y •16.O.C. 2x10 RAFTERS —_—_ PQ KEYS —— — I—— I I I I .�16•loc,� I Y' DESIGNER: DN. " pON5�T 2110 RAFTERS 2x12 RIDGE n 2112 RIDGE .J„ I; NORTHSIDE RWW BRACING 4H I6'O.C. I I I I I I DESIGN 4z (S)2x12 6 z6 O.C.FIRST TWO POST POST DN. POST JOIST SPACES (2HIR0 P.T. y - ASSOCIATES DN. TO HDR. DN. (TYP,) III __ DISTINRIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET'YARMOIITHPORT•MA 02675 I (508)362-2210 (508)362-9802 -Pa I TROOF FRAMING PLAN "c 116'O ' III STRUCTURAL ENGINEER: SCALE:y" =r-O° I I III TAYLOR I II I I III DESIGN LLC _ _4�= -- - -- - TAMP: 6516'P.T.POST J.-M. H2)2A0 P.T. FADER9Lgp PROJECT 12HI2 PITCH B C - RIDGE iZIE I PROPOSED PrcCH si ope j 612 PITCH II awe GOULD fRIDGE I PITOI RESIDENCE E 4,12 PITCH T7r j !------------- 70 MARIE AVENUE MPIT�+ CENTERVILLE,MA. II RIDGE SEE FRAMING I ---------------------------- I ! 'Lopr I I � 2-1 S/4'x11 Ire'LVL TITLE 42 PITCH 2-1 3/4'x 9 V4'LVL ROOF FRAMINGVERn PLAN PrcCH J_i___ S/S•PLYWOOD EACH SIDE f____ ___1_L_____ SLOPE - Ed NAILING AT 4'O.C. 12d2 PITCH EOTH SIDE TYPICAL. '--------------------------------------------------------------------------I 2-1 S/4'x11 7/W LVL TRUSS A • ROOF PLAN p,TCHE j PROJECT#. SHEET P -------------------------------,,� S.3 SCALE:YR„=V-0„ ----------------------------- - ) DATE: OF 3/27/15 12 N N/F Santa Maria Real' Leo F & Joan M San � J Fe� e / FEMA Flood Zone Line From Map Number �IFess\e 25001CO564J 6 �' \ (Effective July 16, 2014) P �.�' r'r. -•. \/ °�\I I % \\1 As Per Ba .9 Proposed Garage s—built•,Ca .� ,• \ Slab on Grade / t i bawn Uk i ?tee Cho ��_ /��' rn /# i Proposed j e h Addition, \ Crawl Spade \ I � f 9 I ��� V L6t 26 �r\ �O \ I \ 11,9 9±SF\ Lawn (P \ 1= c. CI \ \ Qs C0 I •ose ot`\ \ \ \ \ � ,'• \ 'i ��. Lawn GI 9.1' 6.5' Wetland Location \ \ By Brad Hall 100'f \ ' \--O� R F A • / / N O,ponne►I Proposed 2' a Addition Cos Proposed Porch Revision: Add rebuild note and 2' addition to existing house. 1 3112120151 TI TLE. Site Plan PREPARED BY.• Proposed Improvements Cap6 At S r� Engineering& ' Pa. ivan Consulting,Ina osterville h 70 Marie. Avenue (5os, 420-3994 (esur 4. (50�428.3344• PM Bart 669•7 P�rbr Rand,OsbrNlle,MA 02655 cop.esurv@( sedesullMrwon.com •wwwsulllonangln.com Bamstabley (Centervilie) Mass. I Draft: JOD Field GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS B G D OTHERWISE NOTED. A.5 A.5 A.5 - 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO _ CONSTRUCTION. CONTRACTOR • 5 4�4 5 ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO T -r THE ATTENTION OF THE DESIGNER. 300 CORRUGATED GALVANIZED STEEL \ 10'0 SONOTUBE W/: - AREAWAY W/GRAVEL m BIGFOOT FOOTING o 14'-0° 21'-O° BED �v // `\I (BF20)FOR COLUMN I ALIGN W/IST FL. O' 1 / SUPPORT ABLNE PROVIDE-5 REBARS®12' WINDOW ABOVE _ O,C,VERT.IN MAIN r r FOUNDATION WALLS TO TIE TOP LEDGE IN TO FROST WALLS.TTP. CONNECTION WHERE POUR PROVIDE AS KEBABS ®12'O.C.VERT IN v 2x10 P.T.LEDGER W/ IS NOT CONTINUOUS IXISTING FNDN WALL __ ___ _______________________ _ ____________________________ _____ ____ ' LAG BOLTS® I - 1J,'.... USE EPDXY AS - r___________________ i___ ____� _ T__ ____ NEEDED IN CONCRETE - m O r_______________ _ _� DPP IO LUI'INSv TUBE STEEL I j V ANCHOR BOLTS®SO 2817 WALL - 1 O.C.MIN.7'EMBEDMENT PROPOSED EXISTING FNDN WALL W/3z3x,°PLATE WASHER(TYP.) CRAWL SPACE PROVIDE R5 REBARS 10•THICK x 4'-8" 2'OONC.DUST CAP NO. REVISION DATE CONCRETE WALL 1 p 10 MIL VAPOR RETARDER EXIT O.C.VERT A 1 / EXISTING FNDN WALL _yam CO CONT.2FO FOOTING 10'THICK x 35'-B° DEL JOISTS UNDER ALL I - NORTTHSGDE HEREBY EXPRESSLY RESERVES CONCRETE FOOTING O' CONCRETE WALL PARALLEL PARTITIONS ROVIDE 4'-0'W. ACCF55 TO EXISTING I O I TI 1 ON C . FOOT' 1 I THESE PLANS ARE NOTO SE REPRODUCED FOOTI NG ING 1'EARLY ENTRY PROPOSED CRAWL BASEMENT I I CHANGED OR CORED IN ANY FORM OR MANNER CONTRACTION JOINTS SPACE 1 I w WHATSOEVER WTHOUT FIRST OBTAINING THE EXE o A PR SS WRITTEN PERMISSION AND A TYP. CONSENT OF NORTHSIDE DESIGN ASSOGATES.. 1 1'--------------------�--- ________ -� 1 4°x4'x.25' 4°z4'z.25° G�_2v I LEDGED FOUNDATION TUBE STEEL TUBE STEEL - .O 10'THICK z 35'-B' COLUMN COLUMN BUILDER: I PROPOSED m CONCRETE WALL ON 5'-�4 1 I I CONTINUOUS 20'zIO' ___ r36°x36'x 12'DEEP N I GARAGE I m I I CONCRETE FOOTING. CONL.FOOTING v yi_yj/2 I I 1 I LEDGE HEIGHT Y7 t I c I 3114'OR FLOOR —_—_—__—__(�_ __—_— 4°CONCRETE SLAB i _ JOISTS DEPTH — N ON 10 MIL.VAPOR I m RETARDER 1 -- - EXISTING PITCH V,PER FOO'i 1 m FIREPLACE TOWARDS GARAGE I 1 FNDN COOKS I .. 4°z4'x.25" I C THICK z 4'-B' TUBE STEEL 1 D I CONCRETE WALL 2%. P.T.LEDGER W/ PROVIDE H5 KEBABS COLUMN DESIGNER: I ON CONT. FOOTING 2i5'DIA.LAG BOLTS® 0 12'O.C.VERT IN I CONCRETE FOOTING 10 O.C. IXISTING FNDN WALL o A`•5 NORTHSIDE ' 1'DEEP EARLY JOINTS 1 USE EPDXY AS CONTRACTION JOINTS 1 4"z4'x,25a TUBE STEEL N NEEDED IN CONCRETE TOP LEDGE DESIGN (TYP.) COLUMN ALL DROP TOP OF WALL 12" 1 DROP TOP OF WALL 12" 1 I J 1 CONTRACTOR SHALL ASSOCIATES I AT DOO�OPENINGS AT DOOR OPENINGS .. pR IDE RCi KEBABS®12° A.7 MAINTAIN 40'MIN. O.C.VERT. IN MAIN O 1 DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN ______-__1 __ _______________ I FOOTING COVERAGE I FLVNDAT11 N WALLS TO TIE _ - I IN TO FROST WALLS.TYP. 1t1 MAIN STREET•YARMOIRHPORT'MA026T5 CONNECTION WHERE POUR (508)362-2210 (508)362-9802 L_-_---- ----- J PRCNI0, Ki KEBABS ------- ---------- IS NOT CONTINUOUS E IS O.C.VERT IN EXISTING FNDN WALL NORTHSIDFDESIGN.fOM onhsidei@comcat.net CTOR SHALL MAINTAIN 48'MIN. MATCH EXIST'G G'-G' II'-O" G'-G" FOOTING COVERAGE FNDN WALL HT. STRUCTURAL ENGINEER: 24.Oa 4'_0" TAYLOR DESIGN LLC 0 2.10 P.T.LEDGER W/ A.7 2WDICA.. LAG BOLTS B STAMP: y - - - - USE EPDXY AS NEEDED IN CONCRETE \1 \\I I I \\1 1 I 1� WALL 10'0 5014 UBE W/ 0_7' 51GFOOT FOOTING (BF2B)FOR COLUMN PROJECT: SUPPORT ABOVE 34-0" PROPOSED GOULD RESIDENCE E3 G TYPICAL NOTES BASEMENT/FOUNDATION NOTES 70 MARIE AVENUE A.5 A.5 1. MAIN FOUNDATION WALLS TO BE,O' POURED CONC. W/2C<5 BARS TOP CENTERVILLE,MA. FOUNDATION PLAN STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPECTION WHEN 4 BOTTOM REST FOUNDATION ON 10 X20 STRIP FOOTING. PLASTER 160ARDPFINISHLETE AND PRIOR TO ENCLOSURE BY INTERIOR WALL WAI-IYN OVIDE VI EE I PVE FDO�TI BAPT NGLSPR@OV D SII�O NI FOOTING EXTENDED BOLTS I 3 C. MAX. MIN 7" EMBEDMENT w/3p3Pxl/4�PLATE WASHER CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION AND 2.ALL STRUCTURAL STEEL COLUMNS TO BE 3 1/2°CONCRETE FILLED LALLY TITLE CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE NECESSARY COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 0°0.5/B' CAP PLATE TO INSURE SUCH PROTECTION. 0 7°xl2°x3/4°BASE PLATE W/2 @3/4' DIA.BOLTS. WELD ALL CONNECTIONS ' FOOTINGS TO BE 3G x3G xl2' SQUARE CONCRETE W/3#5 BARS EACH WAY. PLAN CONTRACTOR SHALL 51TE INSPECT ALL IXISTING V5. PROPOSED CONDITIONS 3. DOUBLE FLOOR J015TS UNDER ALL PARALLEL PARTITIONS. PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER OF ANY 4,CONCRETE SLAB TO BE 4' POURED CONIC.ON COMPACTED FILL. DE5CREPANCIE5 AND/OR CHANGES THAT MAY BE ENCOUNTERED. CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/SNORING 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS SCALE' 'ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL INTEGRITY REQUIRED BY CODE(WINDOWS OR MECHANICAL) 8I= 11.0LI • OF EXISTING HOUSE. 6 OQNTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN 41-0 MINIMUM COVER. I CONTRACTOR SHALL SITE INSPECTNERIFY ALL EXISTING V5. PROPOSED I CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS 7, PROVIDE 1/2' WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP. AS NECESSARY TO INSURE COMPLIANCE WITH DE51GN PARAMETERS AS PROJECT#: SHEET WORK PROGRESSES. B. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUNt 5. Q INCORRECTC OR OUE5TIONAABLE DIMEDRAWINGS SIONIS NQf BROUGHT TO THE ATTENTIO / \.O OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. - DATE OF 10/17/14 14 roo6 11/14/2014 1:10:47 PM GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS B G D PRIOR TO ORDERING WINDOWS. A.5 A.5 A.5 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO 12'-0° THE ATTENTION OF THE EXISTING DESIGNER. STONE PATIO r___________________ +___-- ________ _____ _______ 1 BD'LKH D I I TL11 ===\y II REMOVE REMOVE STOOP EXIST'G EXIST'G DOOR WINDOW STEP yTt BE L A263B-33 ADH268 WN165-WIADH26 PROPOSED' IlIi lil ; III 111 NO. REVISION DATE I I PROPOSED I ` 'r I _ '�.,- ° I li�� /I i I I PROPOSED I I � III HT • BATH ' WASHER �_�._m___ .rl 6 a ___rT_C_ _T__7 RFF. ° / m II LAUNDRY ,'• I � D.w,I; V REF. I f r r _ I NO.4 I r _ y I I I t I sEmEs -hr ( ( 1 I II I I 2868 11 (a. i III COPYPoGDE 36'SIN I// �\ I III ITS COMMON LAWCOP IGWYRE II _ _ _ L----- I I -- THESE PANS ARE NOT TO BE REPRODUCED it : DRYER lrl CHANGEDORCOREDIN ANY FORM OR MAfPIER O r}' i PROPOSEDI I' r��_ 1 \ 'I III WHATSOEVER WITHOUT FlRST OBTNMNG 26G8 2468 - r l :I III THE EXPRESS WPoTTEN PERMISSION AND ev 0� 07 FARMER'5 KITCHEN II CONSENT OF NORTHSIDE DESIGNASSOgATES. 6 PR III 1 W W L� EMOVE\\ :� SINK ® ° -__ _ EXISTNG®®®®®®��I I� DOOR \\II ;I III 36°AN I I II I -ISLAND II I �III II I U I Z II I � �\ I BUILDER: '�' ........___.. .................... )........ .... ._ .................J.1 .......... .......... ..i................... L....L.... .'LL. ....... ® .............. �I I I' ........................_...._.......... .._..... 1 - :�.............. A e 1 � ........ ........... ........ .. .. ...). _I �__�____............ ...I.I... ............ I.I..�. 1 ., Ir 1 _�... .I_L.L.I.�....L.L.L�.Lii....l.l.� A.5 II I I ILA J 1 - ��{ STORAGE FRAMED W. / J/ II CUBBIES FRAMED \> PROPOSED II o OP'G � -� GARAGE I I PROR. SED // r DN j\ MUDRM. T € OPEN PROPOSED DESIGNER: II STAIR TO STEEL BEAM EwsEMENT E 1 ® NORTHSIDE I L=_---__-__-__ J v-------:�----i i---'--i.I i ON. i� DESIGN 306EL91LTE_____' A ___________ __° PROPOSED EXISTING i EXISTING I ASSOCIATES 1 j j COVERED Q DINING ROOM GREAT ROOM D I Z O DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN �\ ! PORCH r fl  A.5 141 MAIN STREET-YARMOUTHPORT•MA M67S I I DN I III (30R)362--LO (508)362A802 I I I -Ou NORTHSIDEDESIGN.COM CUT BACK 10H.TRANSOM I 16'H.TRANSOM IIIl!III]y EXISTING orchs14e1LDcomcaLnH 1 9070 OHGD I I_______ O OHGD T1 STAIRS ______ ______ UP n -----___-- IIII II H STRUCTURAL ENGINEER: TAYLOR - II II REMOVE BAT. REP DESIGN LLC LACE A II r(/ II AD142444-2 /ON. 23'-0° REPLACE W/ REPLACE W/ �T—£EPLAC-E—nREPLACE W/ REPLACE W/ STAMP: ADH2444 ADH2444 ADH2444 PROPOSED -- WALL KEY FARMER'S PORCH O EXISTING WALLS C :1 WALL5 TO BE REMOVED PROJECT: DN: PROPOSED WALLS PROPOSED FIRST FLOOR PLAN GOULD 34'-0" NOTES RESIDENCE 1. ALL EXTERIOR WALLS SHALL BE 2X6 70 MARE AVENUE 0 16•O.C.UNLE55 OTHERWISE NOTED. CENTERVILLE,MA. 2.ALL INTERIOR WALLS SHALL BE 2X4 V I6.O.C.UNLE55 OTHERWISE NOTED. 8 C 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. A.5 A.5 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS TITLE: PRIOR TO CONSTRUCTION. CONTRACTOR FIRST FLOOR ASSUMES RESPONSIBILITY FOR ANY MI551NG OR INCORRECT DIMENSIONS NOT BROUGHT TO PLAN THE ATTENTION OF THE DESIGNER. WINDOW NOTES SCALE: ALL EXISTING WINDOWS TO BE REPLACED V ` ALL SIZES TO BE FIELD VERIFIED } NOTE, ALL WINDOWS ARE TO BE ANDERSEN A SERIES PROJECT#: SHEET W/APPLIED GRILLES INSIDE AND OUTSIDE. WITH THE EXCEPTION OF THE 3 NEW MARVIN WINDOWS /� • 1 IN THE DOG HOUSE DORMERS. ALL WINDOWS H WITH IN THE EXISTING FOOTPRINT OF THE HOUSE TO BE STANDARD WINDOWS. ALL WINDOWS IN I THE NEW ADDITIONS EXPANDING THE FOOTPRINT OF TO BE 5TORMWATCH PROTECTION. DATE: 10/17/14 14 %.I- L--A 11/14/2014 1:10:58 PM - e GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16-O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. B C D 4.CONTRACTOR SHALL VERIFY A.5 A.5 A.5 ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. ------------- I I I I ----------------------------- ________-___- Ir---36Ca---- -- ----I-----------' I I I II I I I I I CENTER IN ROOM I� -------------------- T I 2'-0' IS'-B° W-5° REMWE II I 7CONTINUE PITCH ALONG W NDOWS II SCREENED Po CH LENGTH OF M.BATH REPLACE W/ REPLACE W/ REPLACE W/ II ROOF BE IAW CLG IP1DH2 O-2 ADN�640 I ADH2435 ADH2438 AD42430 ADH2438 ADH2438 II I I NO. REVISION DATE II • PITCH ON. I x 1 3X5 x 3 1 1 NMTHSIDE HEREBY EXPRESSLY RESERVES --_ U-I U 1 �° OWE V I VI I I ENTERTAINMENT 1 / ITS COWONIAWCOPYRIGHT. 1 ----1--- - �z -- FZ Fz F4 I I THESE PLANS ARE NOT TO BE REPRODUCED a D o_0 a o a 0 CENTER 1 _ : CHANGED OR COPIED IN ANY FORM OR MANNER PITCH FLAT _____ ___ _______ ____ _ __ ____�____ _ I I DN. FLAT I PROPOSED I __IPROP. i _ -_____ WHATSOEVER NATMOUf FIRST OBTAINING 1 SHOWER BUILT-IN BUILT-IN TREEXPRESSWRITTENPERMISSIONAND IL PROPOSED BATH BUNK BUNK CONSEI•R OF NORTMSIDE DESIGN ASSOGATES. PROPOSED le : PROPOSED - II I T WALK-IN bVIASTER NO;3 1 BED, BED, TV ROOM: bi_b° L DRAWERS DRAWERS -_- CLOSET 6 BATH ____ ____ ______ -_ _�- ® DBL. BELOW BELOW F}-BTTI�I---- VANITY BUILDER: 2 POCKET DBL. I _ I VANITY 1 EXISTING I A -UN. 1 1 I BATH. ........ ................................................................................. I.......................................................{ ............ A ............... .I.................. .................... ..... ..._. _. _. �S� ...... 0 �\. ..... ..,.. 3 A.5 SEA 1 PITCH I PROPOSED : •:,�C - +y--� EXISTING V DN. 1 2868 1 1 Jµ BEDROOM NO.2 SHED ROOF MASTER BEDROOM DP I I PROPOSED; ® L n OVER BUILT-IN N N ��/',�/l \ � CABINETRY a 1 11 (��`e�HALL ------ 2eae BELOW DESIGNER: �� v x gg�9 x _ -LI REMovE c�`XSTINN NORTHSIDE ---------- ---' WALLS DESIGN r m TKINGIBED �? FLAT CW. _____-1•' / ASSOCIATES �w m 11 --___ ______} __ADH2640 �I, � �______ ______} _______ __;_________y�i : II V�i DISTINCTIVE RESIDEMIAL&COMMERCIAL DESIGN EXISTING KNEE WALL � BEDROOM NO.3 2468 11 a�y D IOI MAIN SiREET•YARMOIRHPORT•MA026T5 u IY a K (508)36]-]210 (605)362-9802 x I r I STORAGE STORAGEI PROP. I.C. ` NORTHSIOEDESIGN.fOM PITu 1 ACCESS \ \ SHED ROOF a DN.CHI I PANE SPACE OVER BUILT-IN orthsidel@com 'ry CABINETRY PITCH DN -,I PITCH ON. BUILT-IN BUILT-IN --- BELOW STRUCTURAL ENGINEER: DRAWERS DRAWERS TAYLOR ATF21, CNER t ADHI848-ADH -ADNIB4B I 4'-0° B. a'-o° 4-01 7'-0° 7'-0° I , DESIGN LLC IXIST'G IXIST'G -I-'G STAMP: 24'-0" 14-0" L------------` -----------------------------------------------� WALL KEY I I 0 EXISTING WALLS PORCH ROOF BELOW 1 [ ] .WALLS TO BE REMOVED PROJECT: jCAMMINIM PROPOSED WALLS PROPOSED -------------------------------------------------------------------- SECOND FLOOR PLAN COULD NOTES RESIDENCE 1. ALL EXTERIOR WALLS SHALL BE 2X6 70 MARIE AVENUE 16'O.C.UNLESS OTHERWISE NOTED. CENTERVILLE,MA. 2.ALL INTERIOR WALLS SHALL BE 2X4 0 16'O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.B C PRIORNTO CCONSTRUCTION. TOR SHALL ONT ACTIOMRENSIONS TITLE A.S A.5 SUMES FZ 515ILITY FOR ANY MISS IN R RECT DIMENSION NOT BROUGHT TOING OR SECOND FLOOR THE ATTENTION OF THE DESIGNER. PLAN ^N WINDOW NOTES SCALE: ALL EXISTING WINDOWS TO BE REPLACED �$°I ALL SIZES TO BE FIELD VERIFIED NOTE. ALL WINDOWS ARE TO BE ANDERSEN A SERIES W/APPLIED GRILLES INSIDE AND OUTSIDE. WITH PROJECT#: SHEET THE EXCEPTION OF THE 3 NEW MAR IN WINDOWS 1 IN THE DOG HOUSE DORMERS. ALL WINDOWS ^ . WITH IN THE EXISTING FOOTPRINT OF THE HOUSE To t TO BE STANDARD WINDOWS. ALL WINDOW5 IN THE NEW ADDITIONS EXPANDING THE FOOTPRINT TO BE STRMWATCH PROTECTION. DATE: OF 10/17/14 14 11/14/2014 1:11:09 PM GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 12 3.CONTRACTOR SHALL VERIFY B ALL WINDOW ROUGH OPENINGS 3,'CROWN MOULDING PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR CUSTOM CUPOLA CONTINUOU5 RIDGE VENT ASSUMES RE ONSIBILITY FOR ARCHITECTURAL GRADE ANY MISSINLES DIMENSIONS NOT BROUGHT TOGSP OR INCORRECT Ix2 RAKE TRIM HATCH ASPHALT ROF SHING EXISTING THE ATTENTION OF THE 12 DESIGNER. IxB RAKE TRIM M 4 6,12 PITCH EXISTING ® ALUMINUM GUTTER Iz HATCHTCH EXISTING A 2640-2 VIIIA Ix4 WINDOW/DOOR FIELD VERIFY RIDGE CASING.MATCH TO BE SAME HEIGHT EXISTING OI AS IXIST'G 2'R.C.SILLtill I ATF2616 OVER. IZ4 PITCH ADHIB49-ADH2640-ADHIB4B PORCH ROOF EXISTING EXISTING EXISTING 12�3.5 PITCH NO. REVISION DATE PROPOSED FLOOR — _ — — — . . . . . . . . . . . . . . . . . . . — — — — — — — — — — — PORCH ROOF EXISTING FLOOR 1i COPYRIGHT ITS CO IDC HEREBY EXPRESSLY RESERVES ITS SEP.AN LAWCOPYRIGHt. WHITE CEDAR T THESE BANS ARE NOT TO BE REPRODUCED SHINGLES. I WHATSOEVER WITHOUT FIRST OBTAINING MATCH EXISTING CHANGED OR COOED IN ANY FORM OR MANNER L�nJ CUSTOM SCREEN Tl1E E%MESS WRITTEN PERMSSIONAND u PANELS'W/Izl CONSENT OF NORTHSIOE DESIGN ASGOCIATES. ALUMINUM FRAME, DOOR STYLE TO HATCH Ix5/Ixb CORNERffr BUILDER: BOARDS FEETE I I - 5, EXISTING FLOOR 30681 1 ADH2444 ADH2444 13�ADH2444E ADH2444 'i, -CITE i ADH2650-2 EXISTING FLOOR PROPOSED FLOOR — — — — — — — — — — — — — — — — — — - - PROPOSED GARAGE SLAB COMPOSITE DECKING 10°0 COLUMN COMPOSITE DECKING ON P.T.DECK FRAME (TY'P) ON P.T.DECK FRAME TO 1x6 P.T.POSTS TO 1.6 P.T.POSTS I I CONTRACTOR SHALL o DESIGNER: MAINTAIN 48°MIN. WEST ELEVATION NORTHSIDE FOOTING COVERAGE L__J NOTE:ALL EXISTING WINDOWS TO BE REPLACED 12 DESIGN UNLALL ESZES TO BE FIELD VERIFIED ASSOCIATES ATFI834 DISTI NCDVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET°YARMOUTHPORT•MA 02675 (508)362-2210 (508)362-M2 NORTHSIDEDESIGN.COM northsidelQ com [net F STRUCTURAL ENGINEER: A.8 TAYLOR FIELD VERIFY \ DESIGN LLC RIDGE TO BE ( 2x12 RIDGE SAME HGT.AS EXISTING 12 2x10 Ib"O.C. STAMP: ` tB� 1 2.6 BRACING 2x6 CEILING ® ® FIELD VERIFY PROPOSED Ib°O.C. JOISTS 16"O.C. SCREENED PORCH RIDGE SCREENED 12 TO BE SAME HEIGHT AS PORCH B /� EXISTING 12 " " �ze PROJECT: 1 12 ADH2438 ADH2438 PROPOSED 2)2x12 P.T. HEADER 3.5� PROPOSED FLDO R GOULD _EXISTING.F�IOR� 6"X0 P.T. POST — — — — — — — — — — — — — — — — — — — — RESIDENCE TYPICAL / 70 MARIE AVENUE PANELS CENTERVILLE,MA. 10 DECK PROPOSED \ HIIII 111111111 N� WU51z I�A1 LUIC"IRINUI SEEN'I FRAMES. 2x DOOR STYLE TO MATCH. ISTS 16°O.C. E FARMER'S A 8 PORCH TITLE: O ELEVATIONS AND EXISTING FLOOR 12)2.DIO P.T. — — — _____�y_�_____SEEM__� — —PROPOSEDTIONAER BEYOND SCALE: SOUTH ELEVATION D SECTION NOTE: ALL%15TING WINDOWS TO BE REPIACED Y PROJECT#: SHEET /� UNLESS OTHERWISE NOTED A.3 ` J ALL 51ZES TO BE FIELD VERIFIED A. l I DATE: OF 10/17/14 14 11/14/2014 1:11:20 PM GENERALNOTES 12 1.ALL EXTERIOR WALLS SHALL B BE 2X6 @ 16UNLESS OTHERWISE NOTED. -, 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. MATCH ROOF PI W/EX STING ® 4.CONTRACTOR SHALL VERIFY Q ALL DIMENSIONS PRIOR TO G CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO ® ® A4M THE ATTENTION OF THE ® DESIGNER. i LYIjjY�\ ZD 2640 1 11 1 1 1 1 11111111 1111 1 1 1 1ADH2640 12 t'i ED FLOOR PROPOSEDEXJ5TIS EL gR �XI@S�G_FLP4R � � � 3.5 �,1; / • \ ADH2444-2 r __ ADH2444-2 1 ADH264B ADH2 - REMOVE E05T'G 1 INSTALL I ADH2444 IN W E%IST'G WALL I I I I I I NO. REVISION DATE COPYRIGHT ITS CO ROE HEREBY 1X IG T. RESERVES I Iit It it it I 1 ITS DOMMON LAW COPYRIGHT. i THERE PLANS ARE NOT TO BE REPRODUCED EXISTING FLOOR EXISTING FLOOR 'CHANGED OR COR ED IN MY FORM OR MANNER — — — — — NMATSOEVER IMTHOLR FIRST OBTAINING SSION --i- - - - - - L - - - - - - - - - - - - -_PROPOSED FLOOR_ _ _ _ _ _ _ _ _ _ PROPOSED FLOOR THE EXPRESSWRTHSIMMSIGNASS CI L----- - - - THEU ESSMIITTENP RMIGNANSOGATEb. PROPOSED GARAGE SLAB BUILDER: NORTH ELEVATION NOTE:AL DeISOTNERWISETING NDOWS TO BE REPLACED UN ESSED ALL SIZES TO BE FIELD VERIFIED DESIGNER: ® NORTH SIDE DESIGNN B ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET'VARMOUTHPORT•MA 02675 (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM CONTINUOUS RL.-DE orthsid.1@,om-- ATFIB34 ARCHITECTURA 4 nT M-7"i ASPHALT ROF ES STRUCTURAL ENGINEER: 12 TAYLOR 14�WTH]EXISTING— Q4 DESIGN LLC ALIGN SOFFIT W/EXISTING ALUMINUM GUTTER STAMP: � I I ® ® ® rd ® ® ® ® r Iz_ FIELD VERIFY RIDGE 12 TO BE SAME HEIGHT AS EXI5T'G ' PROJECT: "DN2430 PROPOSED ADH2438-2 AD14243B ADH2430 AD 264o ADH264o-2 ' III It HIII It IIIH I COULD I II I PROPOSED FLOOR DTI5TING FLOOR I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — RESIDENCE 70 MARIE AVENUE ------------------ / ® ® ® CENTERVILLE,MA. H1 I l 0 It ll;jlf� It I I , 1111111 11111111 111" 1111111 CUSTOM SCREENL��I�I,L���`1I,ITL����-IfI PANELS W/IxlNMI \Lll� 71 ALUMINUM FRAME. I 0.OR STYLE TO 306E 9-CITE TITLE MATCH \ ADH2634-3 ,I INSULATED DUTCH DOOR ELEVATIONS ADH2630 EXISTING FLOOR _ _ / ADH... / /[ '/T PR_O PO_SE D_FLOOR 1 P _ A_ SCALE: COMPOSITE DECKING ROPOSED GARAGE SLB TO 6.6 P.T.POSTS 2BGB ON P.T.DECK FRAME �aII_ 1 R_oU EAST ELEVATION I PROJECT#: SHEET NOTE:ALL STING WINDOWS TO BE REPLACED I OF UNLEESSXI A.4 OTHERWISE NOTED f DATE: ALL SIZES TO BE FIELD VERIFIED 10/17/14 14 11/14/2014 1:11:32 PM CUPOLA IN GENERAL NOTES FOREGROUND �^ > \ 1.ALL EXTERIOR WALLS SHALL CONTINUOUS / r A•6 BE 2X6 @i6"O.C.UNLESS RIDGE VENT i / OTHERWISE NOTED. 2 2 ALL I \i I I INTERIOR WALLS SHALL L( 16• UNLESSLV RIDGE OTHERVVSENOTED " A 2.10 RAFTERS 2.10 RAFTERS - @ 16°O.L. @ 16'O.G. � I A.8 12 --EX15TING RAFTERS TO REMAIN--- 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS ,3 4 _ (2)2°12 PRIOR TO ORDERING WINDOWS. 9 VALLEY 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO 2.8 CLG. CONSTRUCTION.CONTRACTOR 1 JOISTS @ r -- ASSUMES RESPONSIBILITY FOR \ / 16'O.C. ANY MISSING OR INCORRECT PROPOSED PROPOSED PROPOSED ® ® ® EXISTING ® ® DIMENSIONS NOT BROUGHT TO WALK-IN 6 0 ® ® MASTER BATH BATH NO DESIGNER. . ® BATH BEDROOM THE ATTENTION OF THE CLOSET mHE 3 NO.2 NO.2 IIW TJI FLOOR PROPOSED JOISTS @ I6' PROPOSED SCREENED TV ROOM -1 PROPOSED FLOOR PORCH TTT — u L _EXISTING FLOOR PLO&JOISTS TO RAN (2 W 14X48 STEEL BEAM 1 PROPOSED PROPOSED NE)A EI' P T DROPPED BELOW / BATH NO.4 LAUNDRY JOISTS \_ EXISTING POST OS PROPED / ctos (nP ® KITCHEN ?� GARAGE Fz - NO. REVISION DATE o ro� — COPYRIGHT THS NORIDE HEREBY EXPRESSLY RESERVES R m EXISTING FLOOR �j ITS COMMON LAW COPYRIGHT. PROPOSED FLOOR_ _ _ 1 _ _ _ _ _ _ _ _ —EXISTING FLOOR J015T5 TO REMAIN-- _ _ PROPOSED PORCH FLOOR v-\ THESE RANS ARE NOT TO SE REPRODUCED 'lli"""TrTTTTTT CHANGED OR CORED IN ANY FORM OR MANNER PROPOSED GARAGE SLAB•ate (2) ER P.T. 7SENr of NORTH IS DE DESIGNASSOCXATES. 10 P.T.LEDGER W/ HEADER THEEXPRESSWRTTENPERMISSIONAND II?b'TJI FLOOR 2% 0 LAG BOLTS @ 10'THICK X 4'-B' 10"THICK X t5'-B" JOISTS @ 16'O.C. PROPOSED \\� AS 14EEDEDEIN @poxy II6°PO.c,DECK JOISTS EXISTING CONCRETE WALL CONCRETE WALL "O m CONCRETE WALL CRAWL SPACE BUILDER: ON coN'r.2o•X1o• ON coNr.zo°X1o• BASEMENT CONCRETE FOOTING p CONCRETE FOOTING a, 10'0 SONOTUBE W/ BIGFOOT FOOTING CONTRACTOR SHAD— SUP2PORT ABOVE B)FOR UMN MAINTAIN 48'MIN. O O FOOTING COVERAGE SECTION A DESIGNER: ® NORTHSIDE - A.8 DESIGN ASSOCIATES 2 DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN A.8 3 141 MAIN STREET•YARMOUTHRORT•MA 02675 2X10 ROOF 2.12 RIDGE � \ (508)362-2210 (508)362-9802 RAFTERS @ 16' 1 NORTHSIDEOESIGN.COM O.G. MATCH ROOF PITCH W/ R-38 FIB LASS EXISTING B R hsidel@comcwteet ERG 2X8 CLG.JOISTS �6 EXISTING ROOF AND CEILING STRUCTURAL ENGINEER: �.. RAFTER ---- - - FRAMING TO REMAIN VENT _ TAYLOR ALIGN SOFFIT IN F. 1 (3)2.8 HEADER \ ,ji DESIGN LLC EXISTING O - / PROPOSED PROPOSED o BATH NO.3 HALL A L4 STAMP: (3)2X8 HEADER O *U O .8 PROPOSED (STING EXISTING TV LOFT MALL BEDRM. FRAMED B NO.3 `e HALL TO HALL `e A 8 \� 2.8 NAILER BEYOND 1 2X10 P.T.ROOF 4 RAFTERS @ 16' 2.10 ROOF RAFTERS O.C. // — PROPOSED FLOOR — ALIGN W/GARAGE — — — // �9.5 PROJECT EXISTING FLOOR_ _ SOFFIT EXISTIN�C FNOOR JOISTS CEILING JOISTS @ 16'O.C. PROPOSED 2X8 CLG.JOISTS @ (2)2.10 P.T. / 16'O.C. I HEADER GOULD / \REMO✓E 0.0 P.T.POET (E 2XI0 P.T. ` "O i HEADER 1 EXISTING (7Yp,) RESIDENCE PROPOSED PROPOSED - PROPOSED EXISTING 0 EN T, PROPOSED PROPOSED I OPEN TO U.N.O.2 (HEADER I MUDROO PORCH KITCHEN DINING GREAT RM. FARMER'S 2X10 P.T.LEDGER u.N .(nP.) LAUNDRY VL COMPOSITE DECKING w/2 O LAG BOLTS 70 MARIE AVENUE *U ON P.T.DECK FRAME ROOM BEYOND\ PORCH @ I6'O.C.USE CUT BACK EXISTING // EPDXY AS NEEDED CENTERVILLE,MA. 8 WALL @ STAIRS. IN CONCRETE WALL ADD ON TO STAIRS h••eee"•• COMPOSITE DECKING Fln S A•7 — — AS NEEDED FOR •'-""-"'-' ON P.T.DECK FRAME _ EXISTING FLOOR RAILING F•••••••••••• _EXISTING FLOOR / TITLE _ 21 JOISTS @DI6CO.C. PROPOSED FLODR VOI P.T,DECK E BUILDING PROPO°'ED FLOOR �—EXISTING FRAMING TO REMAIN— ---EXISTING FRAMING TO REMAIN JOISTS @ 16°O.C. O.L. A'8 SECTIONS PROPOSED (2)2AO P.T. ' EXISTING (2)2XI0 P.T. BASEMENT HEADER `. HEADER "O FCEA�ESSL SPACE1010 5ONOTu5E W/ OP'G BIGFOOT FOOTING SCALE' / (BF28)FOR COLUMN YTI= 11_01t PROPOSED CRAWL SPACE I A— SUPPORT ABOVE C DUST-COVER — V 1 / A.7 \ EXISTING SLAB EXISTING FOUNDATION 9 PROJECT#: SHEET SECTION A7 y A•5 B C SECTION DATE: OF 10/17/14 8 11/14/2014 1:11:43 PM GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS RIDGE VENT OTHERWISE NOTED. ROLL VENT 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS SIDING SEE ELEVATION PRIOR TO ORDERING WINDOWS. RIDGE SOAFID 4.CONTRACTOR SHALL VERIFY 'TYVEK'14OUSEWRAF� MAYY VA��SI ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR k�CDX PLYWOOD ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO 2X6•16'O.C. 16a FELT PAPER THE ATTENTION OF THE DESIGNER. R-19 FIBEWGLASS INSUL S/6'CDX PLYWOOD RAFT VENT 6 MIL PbLY VAPOR BAf�RIEI� WNCRE INS UL R-9S INSU G.W.B. 2XIO RA ( n \TYPICAL- RIDGE VENT DETAIL NO. REVISION DATE ��TYPICAL NALL DETAIL G SCALE 1-1/2' . 1"-0' SCALE 1-1/2" P-0" wPYwcHr CO IDEHEREBYEXPRESSLY RESERVES ITS ITS COMMON IAO TOM. THESE PUNS ARE E NOT TO BE REPRODUCED CHANGED OR CORED IN ANY FORM MANNER WH ATSOEVER WITHOUT FIRST OBTAINING NG 2%6 RAFTERS THE EXPRESS WRITTEN PERMSSION AND I6' O.G. CONSENT OF NORT-ISIDE DESIGN ASSOCIATES. BUILDER: B k CROWN MOLDING I I I STRIP VENT FLOOR JOIST Ix TRIM DESIGNER: WINDOW NORTHSIDE DESIGN 2xe BOLTED TO FLANGE ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN ASPHALT ROOF SHINGLES MATCH EXISTING141 MAIN STREET Y MOITEHPORT MA 02 (50EI)362-2210 (508)362-02 NORTHSIDEDESIGN,COM ® BEVELED �onn.Ie.l�nwm"�L.P� CDX SHEATHING SILL OVER RSS BATT INSUL. CROWN STRUCTURAL ENGINEER: x6TAIN AT PLASTER TAYLOR� 1R COAT 912' GROWN MOLDING DESIGN LLC BEAM SIZES VARY ICE AND WATER BARRIER MEMBRANE IXIO TRIM STAMP: CAR[rAY UP 5'-0' FROM SAVE 2x4 WALL 16" O.C. AL DRIP EDGE OVER ICE t WATER BARRIER / / 'TYVEK'WOUSEWRAP ALUMIN.GUTTER CDX PLYWOOD - PROJECT: ENCASE STL BM. SIDING SEE ELEVATION PROPOSED ——— IN FIRE RATED SFIEETTYIOC% COULD CORA-VENT STRIP VENT 2x8 BOLTED RESIDENCE TO FLANGE CUPOLA TRIM DETAIL- IX FRIEzE SCALE 1-1/2" 1'-0' 70 MARIE AVENUE CENTERVILLE,MA. SIDING TYP.WALL GARAGE � JOIST TO STL. BM. CONNEC TITLE:BUILDING 3 TY ICI A_ VE DETAIL SCALE 1-1/2" - 1'-0" DETAILS SCALE 1-1/2" - P-O" SCALE: I 1 yi' i� PROJECT#: SHEET A.6 DATE: OF j 10/17/14 14 11/14/2014 1:11:55 PM GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16'O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16.O.C.UNLESS OTHERWISE NOTED. • 3.CONTRACTOR SHALL VERIFY 'TYVEK'WOUSEWRAP ALL WINDOW ROUGH OPENINGS 'TYVEK'WOUSEWRAP I, COX PLYWOOD PRIOR TO ORDERING WINDOWS. Lj ' k�4 CDX PLYWOOD 2x6•16'O.C. 4.CONTRACTOR SHALL VERIFY ISTIN4 WALL 2x6 0 16' O.C. - ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR 0x6' P.T. POST R-19 FIBERGLASS INSUL ASSUMES ANY MISSING OR IN BILITY CONTINUOUSCONTINUOUS FIBERGLASS 1NSUL b MIL POLY VAPOR BARRIER DIMENSIONS NOT BROUGHT TO I I b MIL POLY VAPOR BARRIER ALUMINUM FLASHING I THE ATTENTION OF THE I I I,G.W.H. DESIGNER. i %'TAG PLYWD,SUBFLOOR ' TtG PLYWD.SUBFLOOR GLUE•NAIL TO JOISTS 2x10 P.T LEDGER CLUE 4 NAIL TO JOISTS I w/2I DIA. - I I LA4 BOLTS 16°O,C. SIDING SEE ELEVATION USE EPDXY AS NEEDED I IXISTING IN CONCRETE WALL SIDING SEE ELEVATION COX P.T.PLYWD. b' BOTTOM RIM JOIST OR DBL PERIMETER 2x&P.T.SILL DBL 2xIO P.T. k'j CDX P.T.PLYWD. BILL SEALER II 1/2" CDX PLYWOOD CARRYING BEAM BOTTOM b' DEPTH OF 1-2xIO == VERIFY JOISTS SIZE• 5/5'ANCWOR BOLTS b 36'O.C. -.°Ij�� 11 7/8" TJI 4 THRU BOLT B SPACING ON FRAMING PLAN 2xb P.T, SILL II 7/8" TJI MIN.7° EMBEDMENT I`l7 _= METAL WSSOI-xi/4-PLATE WASWER NO. REVISION DATE FRAMING HANGER SILL SEALER a coPrwGNr NORTNSIDE HEREBY E%PRESSLv RESERVES 5/5'ANCWOR EMBEBOLTSDMENT 156'O.C. ITS COMMONLAWCCfvRIGFIT. MIN,T EMBEDMENT ° ° THESE PLANS ARE NOT TO W REPRODUCED wA'MJ°xl/4'PLATE WASHER bl FILL 4 TAMP 8'OUT FOR - rt CHANGEDORCOREDINA FORMORMANNER b°Xb° P.T.POST II W TSOEVER NTHOUT FIRST OBTAINING I2'B SLOPE°PSTONE!E FILL TAMP 5'OUT FOR a • 12'BED OF 9s" STONE • TNE EXPRESS TOFNORI PERMISSION AND I2 TB SLOPES PROVIDE II 4 WHERE NO GUTTERS CONSENT OF NORTHSIDE DESIGN ASSOGATES. - SIMPBON ABA" 12' BED OF 9„°STONE POST BABE WHERE NO GUTTERS (TYPICAL) EXISTING FOOTING PER PLAN FOUNDATION WALL _ 8 AROUND�AALLENIN4s RS CONT. BUILDER: EXTEND 4'-01 2 0 05 REHABS CON BELOW FINISHED GRADE AROUND ALL OPENIN T. GS r (TYPICAL) I .d DAMPROOFING - n 4 .e e DAMPROOFING f FOUNDATION SHELF DETAIL DESIGNER: c TYPICAL DECK ® SILL DETAIL -, TYPIGAL 81LL DETAIL V SOUE:1 v2°-I'-0" ® NORTHSIDE V SCALE:I 1/2"-I'-O" SCALE 1-1/2" - 1'-0" DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN STRUCTURAL PIPE COLUMN OR: 141 MAIN STREET'rARMOUTHPORT•MA 02675 3 1/2' CONC. FILLED STL. COL. ISG8I362-2210 I5081362-9802 NOT TQ EXCEED 10 KIPS LOADING NORTH5IDEDESIGN.COM 6/OR 8 IN HEIGHT. BITUMINOUS JOINT FILLER, northsidel@c°mcaUne DO NOT BACKPILL WALL COORD,DIM. W/ TOP OFF W/ FLEXIBLE UNTIL CONCRETE NAB BIT.JT. FILLER, DOOR LOCATION 4" CONCRETE 5LA8 JOINT SECANT, ATTAINED 7 DAY STRENGTH TOP'OFF IN/FLIXIHLE 6°APRON, THICKEN TO 5° "SIKAFLEX IA' STRUCTURAL ENGINEER: AND BOTH TOP 4 BOTTOM - JOINT SEALANT •DOOR OPENING 6 MIL. POLY VAPOR BARRIER OF WALL ARE PROPERLY o TAYLOR SERCURED. _ OFF 6x6 b/6, TOP IA GARAGE DOOR CONCRETE FOOTING =IIII=III - 31-DRx3,-OIIxII-OR OFF ASE PLATE DESIGN LLC Hill20 05 REBAR I Nzt hxk° 6X6 6/6 WWF, TOP 1/5 20 05 RESARS, CONT. _ — 4°CONC.SLAB CONT. • Gtl ANGLE w/#4 OF SLAB STAMP: _ TOP 4 BOTTOM = _ PERIMETER ANCHORS 1 9'-O'0 IIII=IIII t I 6'COMPACTED D.C.MAX. CARRY DAMPROOFING F=IIII I FILL OVER TOP OF 16xb 6/6 WWF T r �r to FOOTING TOP I/9 OF 8LAB 2X4 KEYWAY —1 — - --- --- --d - ---- -- PROJECT 4 ® tL4 REHABS GONT. PROPOSED =I 1 TH WAYS (T FPICAL) 98 05 REHABS, CONT. .I�- •.. 4 4 LGOULD IIIII as a a ° _ ZLE0 —A 'd Z RESIDENCE =1 — — I—IIII IIII a G 2x4 KEYWAY d a 70 MARIE AVENUE 1 I I—IIII— I I=I I III I—I I11 I I I—I I I I I I— • a CENTERVILLE,MA. -IIII IIII IIII IIII-III—IIII IIII—IIII=1I�I—i 1�I - 4 2 O#5 REBA" CONT.—BUILDING 9 TYPICAL SLAB FOOT I NG �% \\ \\ � �//\\\\/\ a \� IN. ,,� MI DETAILS SCALE 1-1/2" - 1'-0' b'COMP. FILL SCALE:r'�Trv.�ie u�r n°i�"�ivrn�e'"+'ii' 1 Y2' �1 n GARAGE APRON DETAIL 1 V SCALE I-I/2" - I.-On � 0�c_ OLUMN FOOTING DETAIL PROJECT#: SHEET I SCALE 1-1/2" - 1'-O" A.7 [DATE: OF 10/17/14 14 a 11/14/2014 1:12:06 PM GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. - 2.ALL INTERIOR WALLS SHALL 110 MPH WIND ZONE REQUIREMENT FOR 780 CMR 8th EDITION MA STATE BUILDING CODE BE 2X4@16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR W�.42J!5 FTER O 16' O.C. 1 ASSUMES RESPONSIBILITY FOR N2XI °i i DEL TOP PLATE ANY MISSING OR INCORRECT 1 I DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE (20 GA.) DESIGNER. op° O EA. RAFTER 1/2'CDX SHEATHING CONTINUOUS HEADER Q. O MULTIPLE OPENINGS TOP PLATE 2x STUDS O 16' O.C. I I 2x STUDS O 16' O.C. - °I I NAIL 6d GAMMON EXTEND HEADER ^J STM PLATE NAILS O S'O-C- TO KING STUD HDR UPLIFT STRAP � �J I LyANDOS SDL NAIL TOP PLATE PLATE 2-5/6'ANCHOR BOLTS TO BTM.OP HDR. A w/B'xB' PLATE WASHERS 2 ROWS 16d NAILS NO. REVISION DATE O RAFTER TO PLATE CONNECTION •B•o.c- SCALE,N.T.S. 5/S° ANCHOR BOLTS O 96" O.C. RIM JOIST OPENING COPYRIGHT N NORTHSIDE HEREBY EXPRESSLY RESERVES MIN- 7° EMBEDMENT II ITS COMMONLAWCOPYRIGHT. w/9"x9°xl/4" PLATE WASHERZ - FOUNDATION 11 a THESEPUNSARENOTTOBEREPRODHCED 11 LOOR JOISTS II e�.11 CHANGED ORCOMEDINANYFOWORMANNER II VJIiATSOEVERYJITIDUf FlRST OBTAIMNG v` ° • THEEXPRE6SWRITfENPERMISSIONAND II �;12 GA.ANCHORS TYP. SILL PLATE CO°\I, NSENT OF NORTISIDE DESIGN ASSOCIATES. 11 I BUILDER: II 1/2" COX. SHEATHING - $e • a D NARROW NALL 5RACING II SILL PLATE TO TOP PLATE SCALE,N.T.S. SEE NAILING SCHEDULE 5/5° ANCHOR BOLTS O 96" O.C. Q 15TUDS I HEADERS MIN 7°xEM EDMENT IMF PLATE WASHER LJ SCALE,N.T.S. DESIGNER: ® NORTHSIDE DESIGNN SILL TO PLATE Lul SHEATHING ASSOCIATES SCALE,N-T.5. DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING 141MM STREFT'YARMOUTHPORT-MA02615 COMMON NAILS BOX NAILS (508)362-O ( 2-0602 NORTHSIDEDESIGN.COM.COM ROOF FRAMING nort s el c BLOCKING TO RAFTER(TOE NAILED) 2-Bd 2-IOd EACH END - RIM BOARD TO RAFTER(END NAILED 2-16d 3-16d EACH END STRUCTURAL ENGINEER: WALL FRAMING TAYLOR TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS DESIGN LLC STUD TO STUD (FACE NAILED) 2-16d 2-16d 24"O.C. HEADER TO HEADER(FACE NAILED) 16d 16d 24,O.C.ALONG EDGES STAMP: FLOOR FRAMING 2)16d COMMON NAILS 6° D.C. SIMPSON JOIST TO SIL 2 2 L, TOP PLATE OR GIRDER (TOE NAILED) -Bd -10d PER JOIST BEAM t STRAP BLOCKING TO JOIST(TOE NAILED) -Bd -10d EACH END HTT5 BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK LEETA O EA. RAFTER LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST 2-4 410TE� PROJECT JOIST ON LEDGER TO BEAM(TOE NAILED) 3-Bd 3-10dPER JOIST ENDDISTANBAND JOIST TO JOIST(END NAILED) 34-Ibd PER JOIST PROPOSED BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D 9-16d PER FOOTROOF SHEATHING iGOULD ° SIMPSON RESIDENCE WOOD STRUCTURAL PANELS ABA66 RIDGE BEAM RAFTERS OR TRUSSES SPACED UP TO 16"O.C. Bd IOd 6" EDGE/6" FIELD 70 MARIE AVENUE RAFTERS OR TRUSSES SPACED OVER 16"O-C. Ed 10d 4° EDGE/6° FIELD I CENTERVILLE,MA. IDGE STRAPS ARE NOT GABLE ENDWALL RAKE OR RAKE TRUSS w/P GABLE OVERHANG ed IOd 6° EDGE/6° FIELD EQUIRED WHEN COLLAR TIES OF GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL Ed IOd 6" EDGE/6" FIELD '� " NOMINAL Ix6 OR 2X4 LUMBER OUTLCOKERS ARE LOCATED IN THE UPPER GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS ad IOd 4" EDGE/4" FIELD THIRD OF THE ATTIC SPACE AND ATTACHED TO RAFTERS USING TITLE: CEILING SHEATHING 5)10d NAILS EACH END FRAMING ' GYPSUM WALLBOARD 5d COOLERS - 7° EDGE/10°FIELD TIE—DOWN DETAILS WALL SHEATHING C SIMPSON STRONG—TIE C Q RIDGE BAND S G CORNS STUD HOLD DOWN E, WOOD STRUCTURAL PANELS ` SCAL N.T S• F SCALE,N.T.S. SCALE,N.T.G. SCALE: STUDS SPACED UP TO 24'O.C. Bd IOd 6°EDGE/12° FIELD NOT TO SCALE )V AND%' FIBERBOARD PANELS 6d - 3" EDGE/6' FIELD V GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD FLOOR SHEATHING PROJECT#: SHEET WOOD STRUCTURAL PANELS A.8 1°OR LESS Bd 10d 6° EDGE/1° FIELD GREATER THAN V IOd 16d 6" EDGE/6" FIELD _ - DATE: OF 10/17/14 14 11/14/2014 1:12:18 PM a t GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL TYPICAL LVL/GLULAM BE 2X4 @ 16"D.C.UNLESS BOLTING/NAILING OTHERWISE NOTED. MULTI 1 3/4"BEAMS - 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR 2 PIECES 17, 2 ROW5 OF 16D NAILS @ 12"O.C, ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO 5 G p THE ATTENTION OF HE A.5 A.5 A_4 DESIGNER. 3 PIECES v 2 ROWS OF 1/2" DIAM 501-75 @ 12'O.C. (2)2z10 P.T. 6'z6"P.T.POST HEADER - i-� (TYP.) `I r 2,10 P.T.DECK 1I l III \ JOISTS @ 16'O.C. �I1I NO. REVISION I DATE L �h COPYRIGHT Ir I YI NORTISIDE HEREBY E RE SSLY RESERVES 4"%4"%2S' L \ / ITS COMMONLAWCOPYRIGHT. STEEL ME NOT TO BE REPRODUCED TUBE CHANGeD ORTHESE P ANS N COPIED FORM OR MANNER COLUMN WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS.q — r �I CONSENT WRITTEN OF NORTHSIDE DESIGN ASSOCIATES. T77 JF BUILDER: 2%"DIA.LA6 LEDGER EXISTING 16'O.C..USE y. PROPOSED PROPOSED EXISTING IN CONCRETE EWAL . I/ CRAWL SPACE FRAMING r0 BASEMENT GARAGE REMAIN: L II A A ll%'TJI FLOOR r r I I I 1 JOISTS @ I(.'O.0 - -- DESIGNER: - _ / NORTHSIDE 4"14"1.25" 4"x4"x.25' r 2z10 LEDGER W/ '(2)2x10 P.T. TUBE STEEL TUBE STEEL 2%"0 LAG BOLTS HEADER DESIGN COLUMN COLUMN @ 16'O.C. TO FOUNDATION TO FOUNDATION ASSOCIATES _— O-- — — —_EEE=== -- G-- Em DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN EXI MNC LA Y 141 MAIN STREET•YARMOUTHPORT'MA 02675 col LIMN AN I5081362-2210 (508)362-9802 (3)2x12 GIRLER UN ER DIST 5NORTHSIDEDESIGN.COM I I [I r northsidel@co r D STRUCTURAL ENGINEER: A.4 TAYLOR JLL L_L_L t1l _L EXISTING EXISTING 2x10 P.T.DECK JOISTS REIA'IAING TO REMFRAM TO r @ 16°oC DESIGN LLC 7® 2x10 P.T.LEDGER W/ 2.10 LEDGER W/ STAMP: 2%"DIA.LAG BOLTS @ 2%"0 LAG BOLTS 16"O.C..USE EPDXY AS @ 16'o,C. ;NEEDED IN CONCRETE WALL 4"x4"x.25' TUBE STEEL ;(2)ado P.T COLUMN HEADER PROJECT: _1 r _1 -I r r r r �r� PROPOSED 200 P.T.DECK -10'P.T.LEDGER W/ GOULD JOISTS @ 16°O.C. 2W DIA.LAG BOLTS @ NEEDED IN CONCPREEfE S RESIDENCE " WALL L—L J—J _ —_ J J—J _L JL JL—LEI J J—JL JI�1L — JL JL J 70 MARIE AVENUE r 6P�.r.POST CENTERVILLE,MA. (T (2)2x10 P.T. HEADER FIRST FLOOR TITLE: 1ST FLOOR FRAMING PLAN FRAMING PLAN i� � e c I A.5 A.5 j PROJECT#: SHEET S. 1 DATE: OF 10/17/14 14 GENERALNOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL TYPICAL LVL/GLULAM BE 2x4016"O.C.UNLESS BOLTING/NAILING OTHERWISE NOTED. MULTI 1 3/4"BEAMS 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR 2 PIECES v 2 ROWS OF I&D NAILS G"12'O.C. ASSUMES RESPONSIBILITY FOR O ANY MISSING OR INCORRECT B G j'� DIMENSIONS NOT BROUGHT TO A-5 A.5 A 5 THE ATTENTION OF THE DESIGNER. 3 PIECES Pi 2 ROWS OF 1/2" DIAM BOLTS @ 12"O.C. (2)2.12 P.T. HEADER 0x6'P.T.POST (TTP.) II � (3)2.12 HEADER4s, 2xe CLG.JOISTSNO. REVISIONOVER PROPOSED@16OC.W/(2) IFRENCH DOORS 2x6 BRACINGCOPYRIGHT 4'x4°x 25� WRTHTUBE STEEL O5T T i POST ITI-ESE aA sARE O OTS COMNON LAW I BE REPRODUCED COLUMNUP/DN. UP/DN. DN. duNGED ORCOREDINANYFORMORMANER UPBATHPROPOSEDPROPOSECONSEOFNORTHSIDE DESIGN ASSOdATES. ROPOSED LAUNDRY POCKETSD v N0.4 BUILDER: I °° IIII I PROPOSED INN TJI FLOOR JOISTS I W KITCHEN @ 16,O.C. I I I Lu IXISTING 2ND _J ®® 36'x36' FLOOR FRAMING A () o ®® ISLAND TO REMAIN .................°/^.,................W..IAxAB.STEEL.BEAM...............................................!'.......... .......... ...........r............... .I.......... .i......................... .... ................. ........................................................................................ ............. A ... .. ... ... n A.5 DROPPED BELOW JOISTS r e..........................................I .... 4"x4 x.25 I A-5 TUBE STEEL - — DESIGNER: COLUMN P05T NORTHSIDE UP '/ (2)2x12 P.T. PROPOSED I W 8.18 FLUSH DESIGN II%'TJI FLOOR - 4°x4°x.25° HEADER GARAGEIII MUDRM. JOISTS @ 16.O.C. IIII TUBE STEEL STEEL BEAM COLUMN ASSOCIATES W 8.28 FLUSH—T • IIII STEEL BEAM I DISTINCRVE RESIDENTIAL&COMMERCIAL DESIGN (3)2x10 EXISTING JOISTS SIZE 141 MAIN STREET°YARMONTNPORT°MA 02675 HEADER r —.---------.—., r._._.—.—.—.—.—.—.—._._., EXISTING AND DIRECTION TO BE (AB)362-2210 1508)362-9802 "N°' = DINING NOR HSIOEDESIGN.COM (TTP) — CONFIRMED ON SITE. PROPOSED III COVERED PARCH L.TU ROOM r �°hsidel@cumcazLRe II%°TJET I FLOOR JOISTS ll%"TJI FLOOR JOISTS 4°x4°x.25 [�tT TUBE STEEL A 5STRUCTURAL ENGINEER:777 @16°O.G. I L COLUMNTAYLOR DN I EXISTING e= EXISTING 2ND GREAT ROOM FLOOR FRAMING 1 IN °5T 2xB CLG.JOISTS I - DESIGN LLC UP/DN. @ 16.O.C. UP/DN. DN. P—• _——— — — (2)2110 P.T. STAMP: 6 6� �s POST UP°POSTPOST OST UCST OST HEADER ON. ON. ON. x x.25 FLOOR BRACING 4' TUBE STEEL O.C.FIRST TO 3)IY'A17W LVL COLUMN JOIST 5PACESW(TTP.J HEADER, CONTINUOUS II II "'PROJECT: II PROPOSED PROPOSED 2x5 CLG.JOISTS II II FARMER'S PORCH @ 16.D.C. GOULD II II RESIDENCE POST 70 MARIE AVENUE (-n•P.) CENTERVILLE,MA. SECOND FLOOR (2)200 P.T. HEADER FRAMING PLAN TITLE: 2ND FLOOR FRAMING PLAN B c A.5 A.5 PROJECT#: SHEET S.2 DATE: OF 10/17/14 14 11/14/2014 1:12:42 PM GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL a � O.C.UNLESSTYPICAL LVL/GLULAM D OTHERWISE NOTED. BOLTINGNAILING A.5 A.5 A.5 2.ALL INTERIOR WALLS SHALL MULTI 1 3/4"BEAMS BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY 14E ALL WINDOW ROUGH OPENINGS v n P.T. ROOF BRACING 4' PRIOR TO ORDERING WINDOWS. 2 PIECES 0 2 ROWS OF I6D NAILS @ 12°O.C. HEADERR O.C.FIRST TWO JOIST SPACES (TYP.) 4.CONTRACTOR SHALL VERIFY 6'x6'P.T. ALL DIMENSIONS PRIOR TO (TYP.) CONSTRUCTION.CONTRACTOR (3)n10 HEADER I� II ASSUMES RESPONSIBILITY FOR OVER PROPOSED II ANY MISSING OR INCORRECT DBL.STUD ADH2438-2 2.10 RAFTERS DIMENSIONS NOT BROUGHT TO PocKET ®16.0.c.w/ II THE ATTENTION OF THE 3 PIECES c 2 ROWS OF I/V DIAM BOLTS P 12'O.G. I (2)n6 BRACING (3)I�'zri" DESIGNER. STUDLVL HEADER (3)2xS HEADERrrBL_ OCKET PD05T POSTT Dw RIDGE STRAPS POST 7WALK ipn.= f/1.�.'a %/.wf — — %lf - ff/: ;"+49✓' .r lt%'4`✓/ 'Y.�.' ff l..'-�:• qTf'v: ld',.;r .:•'fF" w6 n12 RIDGE (TYP.) - DN. II v —LLSED .i P PO D PRO OSE P OPO EDCLOSET /�y AS E BA H 5 TH R OM t I 2x10RAFTERS e 3 a EXISTING n10 RAFTERS ERS �h1 f 16'O.C. l _ - :REMAINFRAMING TO FRAMING TO ®16'O.C. / -_- REMAIN I I II A A f r o , --- IN ........ .. —LAY-ON .......... ... ....................... �Cu.... A.5 A-5 nl2 RIDGE nl2 RIDGE B H I NO. REVISION DATE POST — — DN. / NC.2 �� COPYRIGHT rs' NORTH IDEONMEBY,pEXPRES—RESERVES ITS CO w n0 RAFTERS B THESE PLANS ARE NOT TO EE REPRODUCED PR PO D EXISTING ISTIN IS,O.C. (2)n12 P.T. CHANGEDORCOREDINANYFORMORMANNER �' I HEADER W TSOEVERWTHOUTFIRSTOET IMNG DBL 2.10-5 FOR C ;I n10 RAFTERS AL HALL B DR O N .2 SUPPORT ®Ib'O.G. I (2)n10 HEADER THE EXPRESS WRITTEN PERMISSION AND 9Y EX TI� RI E 11 15TIr RKaE %CONSENT OF NORTNSIDE DESIGN A560CIATEG. \C(2 (3)2x0 .. -— —— _ —— — - —— — —— — n10 LEDGER ING PROPOSED HEADER MASTER BEDROOM �y DN. BEDROOM ISTIN3 w.M d PLOP. w 7] F I DBL.EXIS RAFTERS @ BUILDER: / .I.L` /. CHIMNEY (2)I 'xll,5'LVL RIDGE110.3 :EXISTING EXISTING ;FRAMING TO II FRAMING TO (2)1%'x9 Y,�LVL REMAIN I REMAN ne RAFTERS® D DBL.STUD 1 6'O.C. A.5 (3)2.10 HEADER 2.0 RAFTERS n 0 RAFTERS POCKET U.N.O.(TYP.) ®16'O.C. ®I6'O.G. E STORAGE SPACE i — f (2) LVL DBL STUD (2)n10 HEADER _,— _= POCK ETs n10 LEDGER f %' DESIGNER: s DN.T f '�/ NORTHSIDE POST /./R•° /. — — if/ eJ:Of l%l Js.'rf n10 RAFTERS -- - -- -- 2x10 LEDGER DN. ROOF BRACING 4' 16°O.C. DESIGN POST (3)nl2 D O5T DN. OST O.C.FIRST TWO 2 2x10 P.T. .� ne DN. TO HDR. ON. JOIST SPACES NE)ADER I NAILER ASSOCIATES (TYP.) DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN f"49 /fi%Y� 141MAINSTREET'YAR ! MOIJTHPORT•MA 026T5 I I ( ) 2-2210 ISaR13 2 wl ww .,. w _ I 508 36 NORTHSIDEDESIGN.COM 6 I ROOF FRAMING PLAN I nIO RAFTERS I ; LAY-ON onhsidel@c°mcaR.ne B 16•O.C. I EXISTING ROOF STRUCTURAL ENGINEER: - SCALE:y" =r-o° I I TAYLOR -- - 6'x6°P.T.POST DESIGN LLC (TYP.) (2)2Xl0 P.T. STAMP: HEADER ALIGN SOFFIT W/ ------------------- STING SLOPE T3512 PITCH SLO212PPITCH 11 NB C PROJECT: __I__iC______________ _______________________SLOPE_________________ _ ., ____ ____ __ _ _ _ RIDGE A.5 A.5 1 c /. SLOPE 12,12 PROPOSED PITCH r MATCH ROOF PITCH __ SLOPE + COULD -p, WITH EXISTING EXISTING S812 RIDGE ROOF PITCH RESIDENCE SLOPE I '______ 70 MARIE AVENUE 4,12 PITCH �;®, SLOPE i CENTERVILLE,MA. 642 PITCH w / TITLE SLGPE ROOF FRAMING K �q�12 PITCH ; / 0 6° RAFTERS i i ' —� P 16°O.C. SLOPE j `"---- 12,12 PITCH __ - -- r T��� PLAN SLOPE RAFTERS HIP �I 12,12 PITCH �� FTERS 7� - --------------- ------ SLOPE CUPA FRAMING __________ 3.512 _____________________ LE:YQ_ _PITCH___________________________� SCALE: =1'-0 ROOF PLAN PROJECT#: SHEET SCALE:Ye"=1'-0" (� S.3 DATE: OF 10/17/14 14 ;j 11/14/2014 1;12:53 PM GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS f OTHERWISE NOTED. I 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE EXISTING DESIGNER. STONE PATIO ------ -------- PROPOSE D — — — 1 SCREENED PORCH GFu II FCI Fal ,GFc NO. REVISION DATE PROPOSED GFCI -- -- i! LAUNDRY -- 000>D - --- coPrwGH _ C R POSEDs II \- py r/ -_" �, - \ `,s✓ ITS COOMAON LAW NO THSIDE YCOPYRIGRE.Y REBERVES TH i j" Vi \ THESE GFCI I 1 / — 1I CHANGED PLANS COPIED IN ANY MANMER11 O.4 a / ns _ —_ THE EXPRESS WRITTEN PERMISSION M D ------ W ® CONSENT OF NORTHSIDE DESIGN ASSOGWHA ATES. ® wF 1 II 00 I R III -- -- GFCI II 0 '- PROPOSED GFCI IL' Fa ® — — -k— KITCHEN BUILDER: 0 ---------- - - I GFCI I GFCI 1 0 PROPOSED GARAGE ----- — ------Z —— — —— — ! DESIGNER: G.D.O. / G.D.O. _ PROPOSED MUDRM. NORTHSIDE �__-- ` -----� _�---i i-----------------�-� ---�--" --� DESIGN i' 4FCI 1 -4FFCF- \ EXISTING ASSOCIATES GREAT ROOM PROPOSED � - DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 666:::444 COVERED 141 MAIN STREET •YARMOUTHPORT•MA026T5 PORCH (908)362-2210 908)362-9802 NORTHSIMOESIGN.COM / EXISTING northsidel@com — --------------------- DESIGN DINING ROOM ^� _ — _ STRUCTURAL ENGINEER: I 7 --- �__-- --- TAYLOR LLC PROPOSED STAMP: FARMER'S PORCH PROJECT: PROPOSED FIRST FLOOR GOULD ELECTRICAL PLAN RESIDENCE " LEGEND 70 MARIE AVENUE RECESSED LIGHTING © FAN a DUPLEX OUTLET/SPLIT WIRED CENTERVILLE,MA. EXTERIOR LIGHT O SPEAKER DUPLEX OUTLET CEILING LIG14T O SMOKE DETECTOR 220 VOLT OUTLET TITLE: f + WALL LIGHT DETECTOR MONOXIDE O FLOOR DUPLEX OUTLET 1ST FLOOR ELECTRICAL PLAN 11 ®SHOWER LIGHT RECESSED ® BATHROOM FAN $ SWITCH SINGLE POLE 11 a-e-e PENDANT LIGHTS O DOOR SWITCH SCALE: $e SWITCH 2 POLE �811= 1R-OII SINGLE HULK FLOURESCENT STRIP It PHONE 2 BULB FLOURESCENT H CATV PROJECT#: SHEET E. 1 DIRECTIONAL LIGHTING �USB PORT WALL OUTLET F L,1 I �FLOOD LIGHT I DATE: OF 10/17/14 14 11/14/2014 1:13:05 PM GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16-O.C.UNLESS OTHERWISE NOTED. 1 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16-O.C.UNLESS OTHERWISE NOTED. s f 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY - I ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT j DIMENSIONS NOT BROUGHT TO f THE ATTENTION OF THE DESIGNER. ___---_ I I I I I I I I I I I I I I I I I I I I I I I I I I I I FCI I i_ a NO. REVISION DATE ' I ------------ -- ------ --- -- — --- __ _ _ PROPOSED e p'['I OUTLET OUTLET CO MOW -I- 1 y p�oPT ER TV ROOM 'COMMON COM OHEREBY EXPESSLY RESERVES tjl�li FOR BTM. FOR ST _ j PROPOS MASTER _� BUNK + BUNK ITS PLANS A ENO TT OI REPRODUCED _ + OUTLET OUTLET I EXISTIN CHANGED OR COPIED IN ANY FORM OR MANNER WAL N �BAT-H-� N I BAT FOR TOP FOR TOP -- WHATEOEVERWITHOLIT FIRSTOEITNNING CLO T BUNK BUNK THEEXPRESS WRITTEN PERMISSION AND N0, \ CONSENT OF NORTHSIDE DESIGN ASSOCIATES. I I I III / I I I BUILDER: R R PROPOSE MASTER D BEDRM NO.2 BEDROOM HALL ;; + ' I PROPOSED ——— 1 r I � I DESIGNER: HALL IQ I --- NORTHSIDE ExISnNc // I DESIGN BEDROO 0.3 II `�' ASSOCIATES Lxi DISTINRIVE RESIDEIJIIAI&COMMERCIAL DESIGN pv �"' STORAGE PR P. 141 MAINSTREET•YARMOUTHPORT•MA02675 SPACE I. (508)362-2210 508 3 2-SO NORTHSIDEDESIGN.Co. I __--— northsidel@comcast.net dSTRUCTURAL ENGINEER: TAYLOR DESIGN LLC I � I STAMP: T I I I � I I I I I I I � I I I SECOND FLOOR --------------- ------------------- --------------------------------' PROJECT: PROPOSED ELECTICAL PLAN GOULD RESIDENCE LEGEND j 70 MARIE AVENUE `Y RECESSED LIGHTING © FAN s DUPLEX OUTLET/SPLIT WIRED CENTERVILLE,MA. EXTERIOR LIGHT O SPEAKER =& DUPLEX OUTLET CEILING LIGHT - O SMOKE DETECTOR s 220 VOLT OUTLET TITLE: i ��J CARBON MONOXIDE 2ND FLOOR + "ar'WALL LIGHT ® DETECTOR Q FLOOR DUPLEX OUTLET 8 SHOWER LIGHT RECESSED ® BATHROOM FAN ELECTRICAL PLAN $ SWITCH SINGLE POLE e-e--e PENDANT LIGHTS $5SWITCH 2 POLE SCALE: SINGLE BULB FLOURESCENT STRIP Y8" N PHONE 2 BULB FLOURESCENT S CATV PROJECT#: SHEET DIRECTIONAL LIGHTING USB PORT WALL OUTLET E.2 r 1 FLOOD LIGHT `.2 DATE: OF I� 10/17/14 14Ji I 11/14/2014 1:13:17 PM