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0070 EEL RIVER ROAD - Health
70 EEL RIVER ROAD OSTERVILLE - A= 116 -092 I f� I III i No. gf — 2� G Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes appf ration for Disposal bpstpm Cunstruttion Vprmit Application for a Permit to Construct( ) Repair( ) Upgrade P Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.'a0 �E/Q.{�� a4vk51A, Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ') 1 V cCaf4"� taller's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. /Zug-O Type of Building: / f — Dwelling No.of Bedrooms w I Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided /✓ gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil rj Nature of Repairs or Alterations( sorer when a licableAD Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of He Signe Date Z Application Approved by i Date T 3� Application Disapproved by Date for the following reasons 130 Permit No. 0 O�� ^ Date Issued - -- - ------- ------------------------------------ r r zc -T, i w t No. ' - Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS Yes ltlYiLatiOn for IStJ0sal 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) pgrade P Abandon( ) ElComplete System ElIndividual Components Location Address or Lot No.^f i C,0 4?,'y ,,e L,. L6Yt,WA,/+"Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ! AiL4 Installer's/Name,Address,and Tel.No. 't Designer's Name,Address,and Tel.No. ,6 '�G�-�C.u.�.�(/ YiL�� t_�.�pnCt/ ? �•�I.(t^&G1 �!�'''�11�!`C.�h!- ' Type of Building: Dwelling No.of Bedrooms {N I..1 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of.Persons Showers(, ) Cafeteria( ) Other Fixtures Design Flow(min.required) J' gpd Design flow provided gpd Plan Date Number of sheets Revision Date T Title, N Size of Septic Tank Type of S.A.S. Description of Soil r� Nature of Repairs or Alterations( swer when ap licable Date last inspected: t Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health t Signed(' / Date he7 Application Approved by t i — Date 61 /3 —(a/ ` Application Disapproved by ' Date for the following reasons Permit No. a On 3 50 Date Issued ---------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS ;. Certificate of Compliance THIS ' TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned( )by , d 1'S C_X('"i r i// at �r_�-/ F n i ( ,(J,"� y��s�/�, //, has been constructed in accordance with the provisions of Title`5 and the for Disposal System Construction Permit No. 9.01 — 50 dated Installer j- V G) , Designer #bedrooms v f�/ Approved design flow gpd I The issuance of this it s all not be construed as a guarantee that the system wil funcri as desi e p g Y gn Date 10, Inspector // 2 _________________________________-_____________-_---_____-___________________ Fee -____________ G,/ ) -------------------------------- ------ No. -- ✓v --- THE COMMONWEALTH OI'MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction permit Permission hereby granted to Construct 1( ) Repair( ) Upgrade(V) Abandon( ) System located at ✓� and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date —( Approved by ` /i t � SIGer E! f A 116 1c�L THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH .......©.... !v�-------....OF.......................: 4�._.1.7 .._-..-.-.._...-..... Appliratiun for UhnVusal Works Tomitrnr#iun ramit Application is hereby made for a Permit to Construct (�) or Repair ( ) an Individual Sewage Disposal. System at -- ocation-Addres.sf l ............ or Lot o. ....- -... .t.. ... .5 _ ,r � Owner Address W Installer Address QQ Type of Building Size Lot___ $_.)_CJd__ __Sq. f t Dwelling—No. of Bedrooms.......... -------------------------------Expansion Attic ho) Garbage Grinder Other—T e of Building ............................. No. of persons____________________________ Showers — Cafeteria 0.' Other fixtures -------------------------------- =•- d W Design Flow............�_5 ______________________gallons per person per day. Total daily flow------------- gallons. WSeptic Tank—Liquid ca.pacity_1 allons Length................ Width................ Diameter................ Depth................ 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 j Dosin ank Percolation Test Results Performed by __ _ 1��_ __ f a 4 Dated --- ------- Test Pit No. 1--- - ------minutes per inch Depth of Test Pit----\: ........... Depth to ground water_. . rz, Test Pit No. 2---4?i__._minutes per inch Depth of Test Pit-----15___________ Depth to ground water-------_7.--F?_. . �+ -___-•-•--•------------ ----•••-••-••••--•• ••-••••-••••.. .................................=•-........................................................ 76? TA � .� 50�� �escr tion of Soil - -1 __. .. eSo 114 W ----------------------------------------------------------------------------------------------------------------------------------------------------- '=---------•-----------•------------------------- U Nature of Repairs or Alterations—Answer when applicable- _________________________________________ -••- --•-.............................-•-•-•-••-•••••••••-••-•••••---••--•-•••-•---•.......-- -••---•--•-•----------------•------- Agreement: The undersigned agrees to install'the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Complian e has been issued by the board of health. Signed --- ------- -- ....-. ... ............... ....... ............ ....... e or e -...... .... �......APPlication Approved By --.... ...... --r--V------ ---c _________L_ ..�, Date Application Disapproved for the following reasons: .................. -------------------------.--------------------------------------------------------------------- ---- ------------------------------------------------------------------------------------------------ - - ..--........----- ---....--....----........--....--.. �y A r+� Date PermitNo. --....{-........................... .... .......... -- Issued ..--....--....------ ....----....----------------------........ Date ` a -_-No.....74.. Fim......... THE COMMONWEALTH OF MASSACHUSETTS 80ARD—OF HEALTH �� . �..... ...OF..... t �--:. .1..� r�w ........................ ApplirFa#ion for Disposal Works (funstrnrtiun ramit Application is hereby made for a Permit to Construct ( K) or Repair ( ) an Individual Sewage Disposal System at: e...,, L�:y r NZ ...................................................... .....A.............C.-...K..k. Location.Address .- • or Lot o. ....... ................... •---• •-..._..- .G.. .. Owner Address W Installer Address !3 T Q Type of Building Size Lot........... Sq. feet V Dwelling—No. of Bedrooms.._.....................................Expansion Attic Garbage Grinder (Ilto `4 Other—T e of Building ........... No. of persons.......................... Showers — Cafeteria dOther fixtures ................ ........... ................................. ............................ W Design Flow___.......__�.�........................gallons per person per day. Total daily flow--._...._:�� _._........_........gallons. WSeptic Tank—Liquid ca acit .`.U.gallons Length................ Width.........._..... Diameter................ Depth............... x Disposal Trench No................. Width.................... Total Length___................. Total leachingarea___.._. .._.......s . ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution box (�Q_s DosingAank ('W, 1, s Percolation Test Results Performed by. .�t _ ............................................. Date........ 18.... ........ Test Pit No. L--`�- "--_-_minutes per inch Depth of Test Pit....X.L.......... Depth to ground water-�kT_''Sa t0u<-i Test Pit No. 2... _?Nr----minutes per inch Depth of Test Pit.... `3........... Depth to ground water------7_.-G...... .._... ...... ............ - O Description of Soil---.t_}� l :?.:.. ®4 C.. 1 V� C 7'............ ..............................1 J e t �� -� � -- ----- ?--= ......--1...•,.o7--=>A,r�....�----•------ 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 Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliange has been issued by th oard of health. 00 p/) Signed ............. -.. j(�, ' ... .�..��� ....... � J-v-------- Application Approved By ........ �` E'E'�` e, ------------------------------------------------------------------- --- Application Disapproved for the following reasons: ..... ..... ........................................................ ............. ...................................... - Da Permit No. -- 577---------------------- Issued Dare THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........C,=��✓,_.[-1�. ............... of �� .1 ............................ CTerttftca#P d Gxnpltttnce THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (� ) or Repaired ( ) by at . C ?_ .� 1 Installer" .... - .` IlC ----- - ............ ....... .................. ......................... .. ..... has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. . ----YQ...-.-,5_7---------- dated ------------------------------------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE...........------------------------------------------------ -------------------------- Inspector --------------------------------------------------------------.................................... THE COMMONWEALTH OF MASSACHUSETTS BOA5R OF HEALTH _ . V. `.. ................o F._.ti r r .......................................................... n© ._,. No....... FEE._. �_.._�� �L.l.........--•- �i��r�a��t1 nrk� Cn�an�1�rinn rrmt� Permission is herebrygra granted............... _....••-•--•••-•-�--•..�P:,:_.....•••••••--••-...---•--••--••••••••••-•--••••-•••••...............•---.....---.-•-•- Yg to Construct (Xi or Re air an Indrvldualr�Sewas osal S stem at No . ............... t= '� . t _ tG7, 1_.....��.. ..... -------------------------------------------•----•--.... -...... •---••... ...................... . •---s--- --.....r -•-•- �. i Street as shown on the application for Disposal Works-Construction Permit g .�.'�.1� Dated.......................................... -------- -- ------ :..... Board of Health DATE--------------- g FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS TOWN OF BARNS TABLE 0 1 LOCATION'f / ;x PC/ SEWAGE # VILLAGES t�9'�f t� ASSESSOR'S MAP 6z LOT INSTALLER'S NAME PHONE NO y SEPTIC TANK CAPACITY /!C6 ILEACHING FACILITY (type � /:qf� (size) 81 a, 36 ✓ - NO. OF BEDROOMS PRIVATE WELL OR C WATER" BUILDER OR OWNEROF DATE PERMIT ISSUED:&1512(3 DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No sePTic 17 33 Fio�� 5/0" ANCHOR BOLTS @ 36" GENERAL NOTES 9• \ \ / '/ / O.C. MIN.7" EMBEDMENT - - - 6e PLATE S N \ WASHER 1. ALL @ 16"OR WALLS SHALL BE 2x6 BEAM POCKET SIZE / / S' 0 \\' \ OTHERWISE OT DNLESS FOR MEMBER // /\\ \6v• o' - \ 9 2.ALL INTERIOR WALLS SHALL -/'� \\ • .,\\ 7 72',0"t yM,_ BE 2x4 @16"O.C.UNLESS 9V• \ \ ! ` S• - ( -O OTHERWISE NOTED. )\\Sl'T ��, \\ \ "l 3.CONTRACTOR SHALL VERIFY X 57'-0° IS'-O �epp'ww�' ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. (NEW ADDITION) r.W.yl moo. / \ \\\,G•p \ I I - p°"� -- 4:'CONTRACTOR SHALL VERIFY _ 1"•'^� ALL DIMENSIONS PRIOR TO 10" THICK x 7'-10'\ / \ ` m I CONCRETE WALL ASSUMES CONSTRUCTION. RESPONSIBILITY FOR • v 0 I I I 24 CONTINUOU5 Tr r ANY MISSING OR INCORRECT F 24°xl2"CONCRETE FOOTING ;; o DIMENSIONS NOT BROUGHT TO / ^CONCRETE L JIL J . '� I 1 X$ THE ATTENTION OF THE FILLED STEEL �III DESIGNER. LALLY COLUMN 1 ON 30x3002"D r.4-II— Q I I t CON CRET FOOT NG,ETYP. L III v 1, J _� I i. -W-0°CUT OPENING PROVIDE#5 REBARS @ v PROVIDE#5 REBARS @ ' I NO. REVISION DATE 12" O.C. VERT. IN NEW 12"O.C. VERT. IN NEW j 10°.THICK x 7'-10' . - FOUNDATION WALL TO FOUNDATION WALLS TO j 5/8°ANCHOR BOLTS @ 36" D.C. I CONCRETE WALL ON © COPYRIGHT - - - TIE INTO IXI S STING CONC. TIE INTO EXISTING CONC, MIN. 7" E6BEDMENT I I CONTINUOUS 24"i12°CONCRETE FOOTING NORTHSIDE HEREBY EXPRESSLY WALL5. TYPICAL WALLS. TYPICAL PLATE WASHER w/3°x3°xl%4" RESERVES ITS COMMON LAW W6x6 W2.q.W2.q TOP Ye I '' I COPYRIGHT. ' - - OF SLAB, TYPICAL . THESE PLANS ARE NOT TO BE CHANGED OR - - - OUTLINE OF EXIST. j r -----, I +, v COP EDDIN ANY FORM OR MANNER FOUNDATION WALLS TO _ WHATSOEVER WITHOUT FIRST BE REMOVED i paoPosED 1 I I I I ., I OBTAINING THE EXPRESS WRITTEN EXIST.3-2x12 GIRT. - ' I BASEMENT' ! I I I PERMISSION AND CONS ENT OF -—-—0- - ---0- H55 4°z4°x.25°COLUMN ON 1 i q"CONC. SLABi ON ' I I NORTHSIDE DESIGN ASSOCIATES: 60"x60'AW DEEP CONC. 4- MIL VAPOR REl1ARDER ' ' - H55 4"x4"x.25" COLUMN ON FOOTING, FLU514-V 5TD. - - 60"xb0"x.18" DEEP GONG. BASE PLATE 8'2-3/4". - 2'-0" 10'-O"I- 13 O r——— 1 FOOTING, FLUSH56° STD. DIA. ANCHOR BOLTS r ———., I ( BUILDER: BASE PLATE 6 2>3/4° FOUNDATION NOTES: I DIA. ANCHOR BOLTS I I - 1 _ EXI5T. 3-2z 12 GIRT, _p--____.(E—_ __ _ I. MAIN FOUNDATION WALLS TO BE 10" POURED CONCRETE fc'-3000 psi, I I I '� r m W/2@#5 BARS TOP t BOTTOM, FOUNDATION WALL TO BE ON 12"Dz24" - I 1 I' i" I L —J. L 1L—J m STRIP FOOTING. PROVIDE 3@#5 HORIZ. BARS CONTINUOUS IN STRIP _ FOOTING W/KEYWAY. PROVIDE#5 VERTICAL DOWELS @ 24° O.C. - 4 EXTENDED V-0 MIN. ABOVE TOP OF FOOTING. PROVIDE%-ANCHOR _____ 314" CONCRETE FILLED BOLTS @ 360 O.C. MAX. MIN. 7" EMBEDMENT W/BN3"A4 PLATE WASHER. STEEL LALLY:COLUMN ---- ON 30x30x12"p DESIGNER: 2. ALL STRUCTURAL STEEL COLUMNS TO BE 3k2" CONCRETE FILLED . - ----- CONCRETE FOOTING,_ - - NORTHSIDE LALLY COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6"x6"x%'CAP. ATYP. - PLATE 6 7"xl2°A/q"BASE PLATE W/2@ 3/4' DIA. BOLTS. WELD ALL .� _ p DESIGN CONNECTIONS. FOOTINGS TO BE 36°x36"x12" SQUARE CONCRETE W/3@#5 - - EXISTING p.' m I BARS EACH WAY. BASEMENT _✓ m ASSOCIATES v 3. DOUBLE FLOOR J015TS UNDER ALL PARALLEL PARTITIONS. - DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 4.CONCRETE SLAB TO BE 4" POURED CONCRETE ON.COMPACTED FILL. - - - im MAIN STREET•TARMDUTNRORT'MA ozsTs . PROVIDE CONTRACTION JOINTS I" DEEP AT COLUMN,LINE5. CUT W/ I50e1362-2210 - (508)362-ee02' 'EARLY ENTRY" SAW. - - rvoRTNSIDEDESWN.coM 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY 1 • N6RTNs1DE1@coMCAST.NET CODE (WINDOWS OR MECHANICAL) w. STRUCTURAL ENGINEER: 6. CONTRACTOR SHALL ENSURE THAT ALL.FOUNDATION WALL5 MAINTAIN - - fl!1^vLOp 4'-0" MINIMUM COVER, - - I. 7. PROVIDE WEB STIFFENING PLATES AT BEARING POINTS OF STEEL - - N LLC BEAMS(TYP.). I11— ------------'-------------- 8. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. III I I Ili I As T q. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO _ THE ATTENTION OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE mo 7 I q1 I PROVIDE 10' DIAM. CONTRACTOR. - SONOTUBE DOWN TO III 10. INTENT OF DESIGN 15 TO ALIGN NEW FIRST FLOOR SPACES WITH I �I I 24"x12°D CONT. FOOTING @ L— —— 48" BELOW GRADE EXISTING FIRST FLOOR. CONTRACTOR SHALL ADJUST TOP OF � � I III —— ———————^——— ——————— FOUNDATION WALL AS NECESSARY TO ENSURE DESIGN INTENT. SED p T IL GARAGE AND OTHER FILLED FOUNDATIONS: _ — CCAII'I'HY IO° POURED CONCRETE WALL #5 TOP AND BOTTOM BARS. FORM FOUNDATION ON 24"x 12°D STRIPIP FOOTING. PROVIDE 2@#5 CONTINUOUS ESIDENCE B HORIZONTAL BARS AND KEYWAY IN STRIP FOOTING. LAP TOP BARS TO - MAIN WALL BARS. PROVIDE TPAN51TION REINFORCING W/#5 BARS A:9 70 EEL RIVER ROAD SPACED @ 12'O.C. VERTICALLY. PROVIDE W x 12°ANCHOR BOLTS @ 36" - - O.C. MAX. MIN. EMBEDMENT W/BNV Az"PLATE WASHER. - _ OSTERVILLE,MA. 53/4° 5'-qk4" 5'-4V'4° 6'_0" 5'_q° .5-k4 53/4' 14'-0" 2'-O° W,-0° 2'-O° 24'-0' 72'-0"1 TITLE: (EXISTING) FOUNDATION PLAN FOUNDATION PLAN HALL KEY PROPOSED AREA SCALE:1/8°=r-o° 0 IXISTING WALLS FIRST FLOOR LIVING 2437 SIF [_____] WALL5 TO BE REMOVED 0 1 2 4 8 SECOND FLOOR LIVING 2392 SF TOTAL LIVING AREA 4829 SF PROPOSED WALL5 PROJECT#: SHEET GARAGE 1248 SF 18-04 /•,, /� .O PORCH 240 SIF { PATIO 266 SF F O R`CO N STR U CTI O N DATE: �F ' TOTAL AREA 6603 SF 0/3/18 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS �P OTHERWISE NOTED. 24. 2.ALL INTERIOR WALLS SHALL - BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS 52'-0° PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY IV-0" 26'-0° Iv-o° ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE / "DESIGNER. r———————————————————————— • I I , Ir------------ r ---------1 "ANCHOR BOLTS V 36' I MIN. 7° EMBEDMENT W/3°x3°x WASHER (TYP.) q pq p I ...L.......... i..... ......:.................... .. . ..........I.L;. I p ^ g` \Q4 J4��a��v NO. REVISION DATE e�ry_020r"O © COPYRIGHT C I Q��v0 NORTHSIDE HEREBY EXPRESSLY I I I I I o - ASP" RESERVES ITS COMMON LAW 10 I I I, o COPYRIGHT. •H55 4x4x1/4 I ��'' THESE PLANS ARE NOT TO BE HS5 4x4x1/4 j COLUMN ON. aq ?C REPRODUCED,CHANGED OR r— —— —— J I COLUMN-ON. I �q��? ,� - �� COPIED IN ANY FORM OR MANNER `. - .. ______-----, : WHATSOEVER WITHOUT FIRST J-T---------------------T' I Op-4�<`� OBTAINING THE EXPRESS WRITTEN N . r — — - I .�. a PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. II O,�P f+ BUILDER: o i I i GARAGE SLAB aQ �` L z / 10°THICK x 4-8- (MIN.) 4°CONC,5LAB ON 10 MIL' 2S _ _ —— ————— —— CONCRETE FNDN WALL VAPOR RETARDER �� I .ro - ryP+�'�� J��V',�O' �+ ON CONTINUOUS 24°x12° BACKFILL WITH CLEAN , v \ ;., h, CONCRETE FOOTING. COMPACTED FILL V 3 I _ \ \ - ryy e °+FoP /-� /.1Q DROP TOP I \ \ p`+.O Ja}�'�.'•C�'C\ 1 OF WALL"12° I I p I I AT OPENINGS Q- o ?F� ?c py q e�.'. \ DESIGNER: Ocp 'p y�P?c (ipf \ NORTHSIDE 14 2 \ - \ a"� p'? F p- �ry N -------- ---------+—�— -----------+--------------- --- \ \ e �y 0 P' tii DESIGN I I 'I. DEEP CONTRACTION I; ON T 2x12 IIRT \ \ e-0,0'pPgO e hA/ ASSOCIATES JOINT CUT WITH EARLY I c c c —— �. \ a e\ry ENTRY SAW DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET°YARMOUTHPORT•MA 02675 (50S)362-2210 ISM)362-9602 S . NORTHSIDEDESIGN.COM m (. .(\ 'c }y! NORTHSIDE3@COMCAST.NET DROP f.:OP Jr�T I I OF WALL I2° LTV.he 0P AT.OPENINGS O��2 STRUCTURAL ENGINEER: I' - e ♦ + oti'� TAYLOR I— P J d I I I f''�cr �� m _ DROP T P OF WALL 12° in u, / [,J y O� 4� I I AT D00 OPENINGS HS5 4x4x1/4 I I \ Q� / O P� +�4? 0 N LLC 'v I COLUMN —DN. ----J I \\ "VP ��q�'P?/ _.,L --- — -- -----� ----- o APRON 1455 4x4x1/4COLUMN QN / \ �O/ C - / \ 2'-2" .10,9_8° �_4n yr_B° - �_4a 9'_6" 2'_2° \ l 36'-01 - 7'-0° I'-6y2° j. v ARTHY /44'-C'2 / ENCE / 70 EEL RIVER ROAD / OSTERVILLE,MA. FOUNDATION PLAN / TITLE: GARAGE FOUNDATION PROPOSED AREA watL KEY k 0 EXISTING WALLS `i SCALE:1/8"=1'-0" FIRST FLOOR LIVING 2437 SF E :1 WALLS TO BE REMOVED 0 1 2 4 8 SECOND FLOOR LIVING 2392 SF TOTAL LIVING AREA 4829 SF ® PROP05ED WALLS %g PROJECT#: SHEET GARAGE 1248 SF 18-04 A.1 PORCH 240 SF a PATIO 286SF TOTAL AREA 660603 SF FOR CONSTRUCTION FS DATE: OF/ 10/3/18 19 GENERALNOTES 9 / / •\ 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. %� 9GA%yN ,O� 3 R 2.ALL INTERIOR WALLS SHALL �a �,�,. \ i - BE 2x4 @ 16"O.C.UNLESS 9c % b c - OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY a• / T ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. �0. 2868 - 5T-O" 15'-0° 4.CONTRACTOR SHALL VERIFY 0 D (EXISTING) (NEW ADDITION) ALL DIMENSIONS PRIOR TO ei- - 2-2066 3 _ CONSTRUCTION. CONTRACTOR CL 0-6 II'-2" 5'42 e'-zj'2° • 5'-O° 3'-O" 12'-O" ASSUMES RESPONSIBILITY FOR .os SEAT w/ _——— - - ANY MISSING OR INCORRECT A 6. -PEGS BV. iV m b DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE ___ _ __—— ON. DESIGNER. se 6'-03/q° 5'-qV2" 4'-4Vq° B t3168 PROPOSED2° PANTRY A. 3R 01 --- —— 3O'C.O. 446 � OHP OC6 TVJ2446 AC6 1W2446 61 FV"H316B FWH 3R 61 WH.t9'2° — J1 I�I 3 s I. NO. REVISION DATE CAB S CAB ,9, BENCH SEAT I I I I © COPYRIGHT I i PROP S D PROP,ISED I I I I NORTHSIDE HEREBY EXPRESSLY q —-T F--———-- T— KIT EN: BANQUETTE I I I I RESERVES ITS COMMON LAW b I I I COPYRIGHT. I- THESE PLANS ARE NOT TO BE o REPRODUCED CHANGED OR. COPIED IN ANY FORM OR MANNER a - 3 WHATSOEVER WITHOUT FIRST m I PROPOSED I III 1---i I I OBTAINING THE EXPRESS WRITTEN o � I DINING I I S L �I———— I - NOPERMISSION AND CONSENT OF a AREA - ,},. I I RTHSIDE DESIGN ASSOCIATES. gm ___ I PROPOSED III BAR BUILDER: Hm ` PROP SED m' - o I REF — --- -- —_ ———————— T _ No o GR m WALL ————— RO M AN61 DN rtl GAS 13R I^ F.P. {3 I I WH,39'2' 3u5' 21_ 3/ o ,,I' SHOWER —_ _ -o DESIGNER: NORTHSIDE FVv}13166 FWH3166 I5'—yq° •'`T 5— - — ——— ——— _I —T v DN. ^ DESIGN aR T_23�q° 6'- 4 3Ds6 m PRovo I I 9 ® ASSOCIATES H I _ PROPOSED PROPOSED - I I I m DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN DEN FOYER 343 MAIN$TREET•YARMOIlTMPORT•MA026]5 (503)362-2210 (506)362-9602 NORTHSIDEDESIGNCOM PROPOSED NORTHSDI@COMCASTNe / — J L JPATIO a 14 $ 3 3 2-206e rI rI wH':9'2 STRUCTURAL ENGINEER: �I CL — 'r" TW2646 DHP 7W2S46 O TAYLOR 11 will • - N DESIGN LLC TVV2846 TPN2646 INSULATED 3066 . STAMP: PROPOSED. - 12" DIAN.B CUSTOM PORCH. m 6 Ir COLUMN, ASE 6 CAP - PROJECT: W/6"x6" P.T. P05T5 D N, ® O 4 PROPOSED Fo ART McCARTHY B RESIDENCE A.9 70 EEL RIVER ROAD OSTERVILLE,MA. 12'-0° b'-0" 12'_O• 12'_0° 12'_0e - 14 '_0" 2'_0" 50'_0e 2'_O" 24'-0" 72'-O"x \ �� TITLE: (EXSTING) FIRST FLOOR PLAN FIRST FLOOR PLAN WALL KEY PROPOSED AREA EXISTING WALLS SCALE:1/8"=r'-o" • � - FIRST FLOOR LIVING 2437 SF [_____] WALLS TO BE REMOVED 0 1 2 4 8 SECOND FLOOR LIVING 2392 SF' TOTAL LIVING AREA 4829 SF PROPOSED WALLS PROJECT#: SHEET } GARAGE 1248 SF 18-04 A.2 PORCH 240 SF PATIO 286 SF FOR CONSTRUCTION TOTAL AREA 6603603 SF DATE:- 1OQF y 10/3/18 _ 1 V GENERAL NOTES 1.'ALL EXTERIOR WALLS SHALL BE 2A @ 16"O.C.UNLESS- p° OTHERWISE NOTED. �h °d v'P �ry 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS 52'-O" PRIOR TO ORDERING WINDOWS. � Qom• �Q- 4.CONTRACTOR SHALL VERIFY 10'-01 26'-0' Ib'-o" ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR 2'-q" y•� ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. AX!81 s m e � / e yry NO. REVISION DATE p ...... ............ ......... ........ ..................... ....... ......... ........ .................... p _ <\ N \ © COPYRIGHT. C RAAti NORTHSIDE HEREBY EXPRESSLY ' `ol RESERVES ITS COMMON LAW J c� ti6Pm COPYRIGHT. m THESE PLANS ARE NOT TO BE ————————————— _ \\;I• - O� REPRODUCED,CHANGED OR ———————— 0 COPIED IN ANY FORM OR MANNER W 14x61 STEEL BEAM,FLUSH d O WHATSOEVER WITHOUT FIRST Tr— Tr——--———__— ��'p g�J OBTAINING THE EXPRESS WRITTEN I I I I F}y eoe G PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. P I I I I P' oe°� BUILDER: pl PI 3068 30 68 N •+TLI OF e y � ry DESIGNER:DN. NORTHSIDEGARAGE evuI '. DESIGN N mII ryryd&G� ASSOCIATES I, kDl. kDl Ivl Ivl /i / Fr,9 �o; GP0 P DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN / `t+L. '�// ( / /� 101 MAIN STREET•YARMOIJrHPORT•MA 02675 ISM)362-2210 ISM)362A802 \ NORTHSIDEDESIGN.COM S P' • I I I I I I % �O / \ .. N0RTHSIDE1@C0MCAST.NET 7*1 aoga• I I. I 1 I I'.I I ' / ��a epp�' / \ r ,r STRUCTURAL ENGINEER: TAYLOR • � I I I I I _I I I I I „, yry r ati \\ \ \ / ,v +6 Q — 1I DESIGN LLC n E.g076 OF1GD I I I I g076 OHGD I I I I g076 ONGD I o - 5 PS STAMP: .91 \C \` Q°e��Cj \ \ \ EJo O 6 10 \\ <\\ ee°e j � PROJECT 3i : 2'-b" q,_0. 2'_0" - 9,_Ou 2,_0° q,_0° 2,_b�� 3, bn _6" \. \ \ . y \\ Q PROPOSED 36'-0� `> �Fd .�� ,ART McCARTHY az \\\ r ,6m RESIDENCE' 44'-�'z° - r \\ ` \ / 9 70 EEL RIVER ROAD F \\\ Pao a 1 OSTERVILLE,MA. GARAGE PLAN TITLE: GARAGE PLAN PROPOSED AREA WALL KEY eQ/ O EXISTING WALLS SCALE:1/8"=T-O" FIRST FLOOR LIVING 2437 SF WALLS TO BE REMOVED ;° \ 0 1 2 4 8 SECOND FLOOR LIVING 2392 SIF r TOTAL LIVING AREA 4829 SF PROPOSED WALLS .° F PROJECT#: SHEET GARAGE 1248 S 1 18-04 A.3 f PORCH 240 SF PATIO 286 SF TOTALAREA 6603SF FOR CONSTRUCTION DATE: OF 10/3/18 19 i� i / GENERAL NOTES 6, TO 1. ALL EXTERIOR WALLS SHALL BA'-O"t 24'-0" �• �o` \ (ExISTING) - BE 2x6 @ 16"O.C.UNLESS c OTHERWISE NOTED. 3'-0" 31'_O° - 31_S" 5,_6" 6'- 4° 5'-6° 3'-33/4 2.ALL INTERIOR WALLS SHALL �•'• BE 2x4 @ 16"O.C.UNLESS . b• e -y" 10'-IQ%4" B'_2° 7'_13i/41' 2'-1" 2'-l' 2'-9" 2'-W OTHERWISE NOTED. ,o a 3.CONTRACTOR SHALL VERIFY b ALL WINDOW ROUGH OPENINGS a er PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY A ALL DIMENSIONS PRIOR TO N A,g A- CONSTRUCTION. CONTRACTOR �. ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT s v - DIMENSIONS NOT BROUGHT TO zj eaz z z ea THE ATTENTION OF THE DESIGNER. zfifie n 2 1.12 ' ROPOSED BATH#4 XSHOWER " 5EAT _ NO. REVISION DATE —_J PROPOSED SEAT BEDROOM#Z ®° TILE 1gE (ROOM#.3 Q COPYRIGHT _ NORTHSIDE HEREBY EXPRESSLY ` E T-2�4 RESERVES ITS COMMON LAW PRDPOseD COPYRIGHT. - BATH#3 THESE PLANS ARE NOT TO BE w i 2.2668 - - REPRODUCED,CHANGED OR m v CL. COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST HE OBTAINING THE EXPRESS WRITTEN ?. m PERMISSION AND CONSENT OF" NORTHSIDE DESIGN ASSOCIATES. 14R 14R 1H'v 2668 o BUILDER: �DCK 4'-4° 4'-4° PROPOSED _ Q W.I.C.#1 9'._Bn 2'- 4" 3'-94 T-7° m q'-�2 N 3' 2 12'-4 4". 2`- OPOSED rtl T - 20GS .I.C.#2 __ v qLi J DESIGNER: NORTHSIDE LIN. zose DESIGN T 2 N 2 ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN PROPOSED O SHOWER BEDROOM#1 141 MAIN STREET'YARMOUTHPORT•MA 02675 1- ,,ff,, ISM)362-2210 (5DRI 362-9602 p p 20'-73/4' - NORTMSIDEDESIGN.COM = Q. PROPOSED - �P N NORTHSIDEI@COMCAST.NET 3 BATH#2 I I � .�.. P 3'- " S'_g„ 4° A. S,_6" 3,_33/4° m o STRUCTURAL ENGINEER: TAYLOR m DESIGN LLC Al T11.2 511 TW2842 111 a @ (® STAMP: B A PROJECT: 2'-6° 30'-01 2'-0" PROPOSED 34'-0"t - ART McCARTHY (E)(ISTIHG) RESIDENCE - 70 EEL RIVER ROAD DSTERVILLE,MA. FOR CONSTRUCTION TITLE: SECOND FLOOR PAN SECOND FLOOR PLAN WALL KEY PROPOSED AREA EXISTING AREA ' 0 IXISTING WALLS SCALE:1/B"=1'-0" i �. FI RST FLOOR LIVING 2437 SF FIRST FLOOR LIVING 1878 SF [_____� WALLS TO BE REMOVED 0 1 2 4 B SECOND FLOOR LIVING 2392 SF SECOND FLOOR LIVING 827 SF PROPOSED WALLS TOTAL LIVING AREA 4829 SF TOTAL LIVING AREA 2705 SF GARAGE 1248SF DECK 711SF PROJECT SHEET#: PORCH 240 SF TOTAL AREA 3416 SF 18-04 AA � PATIO 286 SF y TOTAL AREA 6603SF DATE: OF 1 19 i 10/3/18 � GENERAL NOTES b 1. ALL EXTERIOR WALLS SHALL y BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL y� ryp ry BE 2x4 @ 16"O.C.UNLESS ,yP OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS E 52'-0' PRIOR TO ORDERING WINDOWS. ,b 4.CONTRACTOR SHALL VERIFY 10'-0" 26'-0" 10'-0" 6'-0° h °' ALL DIMENSIONS PRIOR TO (SHED DORMER) _ ry CONSTRUCTION. CONTRACTOR 10'-0 15'-6° a ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE ' DESIGNER. 32 P 4 c CL T .PROPOSED `v PROPOSED LAUNDRY $ M.BATH#1 0 o m r R .......... NO. REVISION DATE p�- .................................................. 0 COPYRIGHT ............... ....................................... .. ❑� N __ 3'-10}xq" q'-✓q° 0 ry - ORTHSIDE HEREBY EXPRESSLY PROPOSED RESERVES ITS COMMON LAW W.I.C.#1 1 I ATTIC COPYRIGHT. I ACCESS 5'xq'. L� THESE PLANS ARE NOT TO BE . `---_-_-' SHOWER. REPRODUCED,CHANGED OR .I q COPIED IN ANY FORM OR MANNER iD WHATSOEVER WITHOUT FIRST _ OBTAINING THE EXPRESS WRITTEN PR OEeseD _ PERMISSION AND CONSENT OF �`+ m M•BATH NORTHSIDE DESIGN ASSOCIATES. PROPOSED 2668 ' SRI W.I.C.#2 5-0" 5-O° o e �1a CL ® BUILDER: AX28i orrrIITIII 1 33/4' - - 3 4" 9'-dl'4" ���a - a� DESIGNER: NORTHSIDE ETod < �� ti y4p DESIGN N PROPOSED PROPOSED y�0 � ASSOCIATES MASTER aQ FAMILY BEDROOM ROOM m DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET'YARMOLITHPORT•MA 02675 362-2210 (508)362A802 ' NORTHSIDEDESIGN.COM y�02OO ti �- -QUO NORTHSIDEI@COMCAST.NET of .. - \� QQOQjQ� •7d�F 9APQ � STRUCTURAL ENGINEER: D ry TAYLOR DESIGN LLC ��- �� 3S yry2,F STAMP: a A • 6 •�F C '�:a ,F .\ PROJECT: o G• F PROPOSED 6'-0 6'-0" 2'-q° 3'-IOy2" y_q" 6'-0° 6,_On q'-4Vq" 12'-0' -4° ART MCCARTHY ' 36'-0° e'-GV2 , RESIDENCE 70 EEL RIVER ROAD 44 6'° OSTERVILLE,MA. P GARAGE 2ND FLOOR PLAN r TITLE: GARAGE2ND FLOOR PLAN PROPOSED AREA WALL KEY p 0 EXISTING WALLS (� SCALE:1/8"=1'-0" FIRST FLOOR LIVING 2437 SF C=====D WALLS TO BE REMOVED F 0 1 2 4 8 SECOND FLOOR LIVING 2392 SF TOTAL LIVING AREA 4829 SF ® PROPOSED WALLS PROJECT#: SHEET GARAGE 1248 SF 18-04 � PORCH 240 SF . 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I MI■11■e■,Milt■ee1e11oe■gel,■■■1■11■mete11�M1eOENS■.IIq \IINNSnge I■■1■.misim1.w1 '.Ieeo1e11leo1el11 nm1e11■edelll 11■ !4!S: .i.i. .I.. 11 n _�anmm�mnmm�nnmolmtrl■nnml!11m1n��_ .rum lmrodnnnnn mnmm�nn. mddmrrddnn nn ■ • nnmiunnnmm�uiiuiuuug.m■i■■■ng■ __-.- --- --------- _ -- -----------_--- __.__.--_-----_----_-_ Illnnn Innemm�enm nnngnum - s �• n■■nnmm�l m r �ene■ng-_ne•s•_nee■et_ne_el■ng_neede e.es _ .-- ---- ---_- --- - --... ----- In.n n■n■n.nen., unnlonn�li � --� �■�� a,�;� n■m.nnngo m I, u .KInoennon..mn.oKInoennontno.nn uun■vl m.nmonnen non.lom■ ,:,, ,.,,, ,',,, monmvnr In ��■ ..... .: . li r ■ nron wt:� ni..n..mamt:.toc..n..amcan ■�,• nrnlnm ml.nounEMI mnnnnunr ❑ ❑ ❑ mmigimnmrmlrm m nPROPOSED ti■eo,■1■1 ilmlom■e1■.omn■1■■eo.Ine■1■11■elin■■� n.•■.n.n■e.1■1..■n■.■.nn..■.mu.n■ ■n..■nno.nn..■............ 1.■Ite1■Ill Ilollom■r.u11rEl■ll �Elsl■■e■gel■■MI NS■leto■■■,■,■■el ■IM' ■ IM.11.In1I ■.■le■Elrm.nlnl■■■1■■goo■In.1111oMIM IllolooV�'- '�•■■INSOIn,e■.•�- �•e.■le■ml■m1V•" -��os11■111■ nlme■,■sll ml■slmonennomem.t 1■■1■11�e1■EI■l 1■■.oteomtnlm tot s„ II ■min■■11 ''� IOet■,o■■■1■,■■■■le,■ Mellowness 1■el■/r" \I■■■OI' Vlml■■m.' a■1e11 solmll■n■11 IImIIImIMn■INSI1moo IEMo■1■ion■1■11 IIo■■■tml■■■■tell ■ ELEVATION r.ntnrl -i unnmonnnmr tua: .nuns nr - \`Ir► \.I,r -Mien Innmm m.nnnrnnrr nlo..umm, mnntmnl. nm n■nu■1■ pp m.nno.i.enmtn .ltm ■ 11■smminlml gll ■g■e■s■r11.nE.1Oe1 ■m. :n, t: ••■■ ■••• MI ..■ ■... 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'� CONTRACTOR4.ALL• Oa■oloo1we11e1meoito11a1r.. sinmm�nnminnwnnl.. ..n_nw_atwinlCONSTRUCTION..lnu_nmiwa.. CONTRACTOR ANY MISSING OR INCORRECT Ili_tl■Ii■ill■la■ilwli■ileoia■all■Ii■NI■�■\ _. n _ _- - - m.Il■_mi_nnuwlnn.■n1n_l.n_m �� DIMENSIONS NOT BROUGHT TO Iiel.w1imi11ni1111OOI11e1.1111nimiel11iw11e1x millonsimen BigTHE ATTENTION OF THE ---�nnnw■wmnumi_unlwnm_nn1_mnnx nn1�■nnl■�gr• Iinmm�msuM�nlmenenmmavunnnnnma. .■.. --- -�►. DESIGNER. •nms_nn_nm_nwlwilln_mn1._m.innu .._n.. .u_.. miunnimwunwmiiunninnllinwnnumnln esnunl, nwnml\. nuumwunm_nnnnnn■e_nn_unnunn_1i. n'...... . nmunnw. unn_mn_■wn_nnt_nnmoom.moun_nutmenm ril.nunanin.. Iielinnn_nu. _ annmm�ntinnn.inionnnm�� Yinnumm�uu.. Giiommmum. umnnminlwlniinnmm�nn .nninunnnmwmm. .iinnmmnnes�wne.. .-- � � � .anc�lcn_::al::a■fc:nc:o::Gw:cn.. lwlwileir.. ..nemennninnuul .-- --- mn■wnI Y:Yt:!Y nwnnl_nnI_n ------ - I MIRI tiiilIl lol ognomi lamolwilllmolillll �1� •.� nntls tmi.11 .:.,. .�.. I_!Ie1_il . . ■1e11nwtion'I l_ ..� �. II I�%ilie�� �i���il�l��il�i�i\1 \Iw .iii I���ii�i�■iil�l���ii����ieili0. .�. .�.. 11a111 ■ . .�.�. . ■Ltti_Ill .I. .nwonlli.alnlle■ .. .�I.0 Ir �.: a::a::�.::!::�:.:1: . 1;.:1.... .a:.I.:r llo■emmdii lwwniloi mnoon_len_wl r wnnme■nloe.■en1_nnn_nnn woo. ■in nnmvnulinnniwnn_nmx .-- leilete11i11 Igloo Moll iilnelli Sagami iEll lolilliiolnlol Innlno■11 Ia1l■ownl■■iolnlool A■o■olalon■lmeenliln es■o i ■IOOIa ■.w, niwO, a 1ii■in1 Iw■n1.1■■■wild■oo1.1i■■IiwiO1i11 lin_n_uil I_II■lital _ill■ill■1.ini1mew Ilon■G111GG1.Iii1■Gmelliii�iiolGi.lfiil 11.ia11i I11,E-a meGo.ieil�ii11i1ioGii■iintiGlniGil■1 • • r' �.� llilniwull■I ■I.Ito_1me ��� .Il_1w111_i1me11■■ I-I Itl■.inllin■IwlliielilP 1il.lw\ '_w1111 Iesi11a' metwimor••� •I1.i1.Iloaolnlw_In11i ®®® 1�1 1�1 Ile1n111w1i1 u Iel Iw1.111111 L.� Inlweeilneseiwl u /eiwelelwesesw1w11e�Sf•1'XY ele1i11\ Illoeil __ = i1111er 11w1eO Y.Yt+Zy 111eg1nweesei111esn11. n�nnnnn m_ewnl nanumm�n_n nn■nn1.e■limm�nmel 1■n_1n In1_ Yniil �in�•Sioo'ii�IniiininiinYriiiLSil men nn nenl_milimeniuG mmnnnn mnnnn mmisnnntnn nnnnlmnnmsnnN ��� nlo■n vnl In.n "I � nnenwnnmmnnmeismnmi Innr /iinwn. ,_„ Innin■nnswnnnn■, I1wlnli_nn_noon_nwMil�len_m1._1__.MwI._nni■nm_nw.ennlieienuur ._numm_mm_sw nmin_\ vm mnl -{{ malm.nnueiun_nmwnnlw 1111 n Ni■tin - ll_ilun_nnwmn_. o COPYRIGHT mm�mmnwlnlwnmesmnnnmlowlnlwnmwninnllinnmm�mnnnlwesnli nmwmm�nilnnun nmwnn liw nim fII nmunonn nmwnilnmwunl weir nlmwnn Iswlinmmwnnwlona luudnw■_nuunnn_min■_nw1_nn_nnn_nne_nuunnnawnn_nm_nm .n_wnmm�n_nwn minnnn vi' noon ,�'I, u•imin_tnninm_nnui■en min Inlnnwnl '�'�' mm�nwnn_mn.nm. :)E HEREBY EXPRESSLY ----_--_-----_-_-- __.____--._-.-__.__.-_-.__.-__.__.-_-'_-____.___--__--_-----_.--_._- Nnnnnninnn.ulonw I■n_monlo vi Illegal .I_■I■nnn m_um_nm.nnl 1■r ,nm_■n1 ■nni.mmen_ nnlmeunminn■n.n■enil 1=' noon ■ mina RESERVES uuwn■lme1 vl men nnmouunnuumummnn ui momonn unnnunliwumm�wa - Il.lnll■wleilleliei!Iteeleilll Inlllllieilll '1l 1ii111 Iillt1.1n111111/illelil.l111111.1111i1 11 Allnlill11n11 elalnite.lill11a1n1111iei11COPYRIGHT. /. •- • - - - -- - - - --------- ton.Intl■_oa111.1Inllialall� 0.-J■enlwn1li11\ 11 IIa11■ I. IIi11■n■nitoo i1i11_i1a11_ilwlleiil le' /l■n■eitw_II I® 1■ioinel■nolalwn■tnionind• THESE PLANS --.-__-.....--.-..- -.-.-..-..- .....---.-.-- -.-.----.��---....--_._.----.-.----.-__--._._--_._.---_.-.----.- _ .._.__--.-.----.-.-- -.-.---...._--�_...--.-.__--. ,illoiooiww■lmeililoi.11olionlloioon■toloonlesl■o.a \, III■al LJ Ilon■loloonol ilo■nolololnollt■�i�t■1 I In■loliin■loll LJ ei1e1■■awil■ii1lo111i11e1ni1 Iieleil_owotnoltill_■11■pool■1lnoowlnnn■1_oloonoolooinlowotnoolool_1loinoil■olioiwolnoolon_eI11wI111tolniiwieaiwiil_■ellnooliienioloolaooliola111111a11 me111ee1a■1I1i1in11elan1e11ii■wiled111mii■1lo11an, I■tn■L________JmiiOlee1n111 nIn■ilk■Innlnlintll laetn■lieelee_________■oioilniolnln■■1■11n■a1iota■\ REPRODUCED,CHANGED OR IImo111.unnainnlannnnunnnunmiatnntntnntalolootalmonlilAplitlplpnouliloulliim■I.u■ulnnnoln111111aI�1■immmt1.00lwai■■■■i.uoum■■moliU' ,illltelallnllal11111iI11111it11leln11tel1iw1O1.loll I11i11O11.In1111I1O1wi111I11i1e1111iesn11i1ntl ./iI11111iw1111ilnlwille111i1e1111.wuw.lenwill\ 11Ia_ -� n• f: n.-•.�: n• ..: .� : 1 n .ter, n .rr. n ..r. .•-. ., n ..r, .-....-.-..-. .-..-.-_-.._..._-••_•-_-....-.-....-_ •• - - __vt] G.Lklf- y.LrS.- y.l.klt _9I1 iinwlan 1.Fz_, e.♦•L_. nm_mm� L�LC.�].Illlzfid.fzc. ul� nn1.■anin■nnu_unniann_nmaunnuitnli, ,Iona■nlnin_nn_nmwnnninun_mn_Nnl■ n■nm wnnnml nn_ml_I wl �imm�nannnnnnn_mnannn_momm�_. nnliannownnonneinnl_nilwmnmenwn - mlwl ■�'■ ■'�'■ nnnwnn �y n_mlvm ■,■',■�;■■ nr�_nnuwnn_nnliunnanm■nnnmm�n_m, 1un11■w_1lmomm�n.lmnnwml_nn_nnn.n. 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F, 'ioominnnnnl �■■� uwunwwnnwnn_noon_mn_mnanm_nnn. in.wnnannmm�nwuwliwnuwnnu . wunuwnuwnmwmn_nn_wm "' noonaN n■nlnnwr'---- - - - ............................... . ...........................� ......................................en mown it�--- 'li���® JJ � loll Illeon.l long 1ainitria moll 1_nnsa ntg nnnwn lima . 11111111101 loll lmownti■1 memo Ila■EII010 DESIGNER: • 1 an DESIGN ASSOCIATES 'STRUCTURAL IN �� ® • • TAYLORDESIGN .LL . r31�i 7 LI�.L • /Y,., I ��. ... • �nv GE LVL �� �ioo. '�nlnnr.\ :nnnnmm�r n. HEADER IRRIMEME MINOR Nor men• vunnl, - ._n. iiii.tnnlo. •inml■► II■■nolmen■ei■1\. it■Io1e1.■Ill.. nm_ninilelea• ie_numsion annmuulnnnia. ` iimomunnnunn. _nnmtwnininn. ��l` ai_mn.l.nni■ann►. ,_• .■•inda■1n. 1iia11 loolnnleel ZOPQSED iolnl■■i■1■ Inlelnlelmol I.IOOIn1u111/' Ilulli�tnol �� OlnlenoeO. '7n11a1nio1.1■I �1.1■0l ■I nnul.en .I.�. uu1_nnn ■ilaimeinlom. nlo1_mn:.1 '' ninn_.nn. •_nu1_mn muu L, lip iiiSiiiiiiiiiisiiSiiiiiiSiiiiiin momell•neiil 111■no1n11■■ ■Ilonitnllome' Ainitonnniton. - Ie1aa■nolatlmen\. 'Vnllonolnitll Ilnll_I \Il. I11i •11a11men■Ia1loi11n11o.■Ii11_elmela .......ammo ... Ilnolo111e■11 111 1■■met" I1111■nnmoni■Imo ..... 11■oa■Mil■1it1■Ia. Viollle_d 1■laoli men■.- - -- - - ttn■I /ioli_ilil■oOle1n.11moniiliei_1 ficCARTHY nlnnloatl ummenl ■a •air, riunuunmuu Imwnnnmm•. vnaumen lmnu inn ne1_r mslwmnme■nm_mn_nm_I nlilmoue■ Iaunnmen• .,nr ,.mmmm�molmnl moulnnlmelumna. ymml \lend. umo _ -- lieelnr ,innnmomm�npnnnnunmmo - - • 1■111lo1111111 IIIelaimell �c- roll■in■ailoewmeleat loalllea■.ilnwnllola. Valtal Inllel■ \Ialli II_i: •io.dr --aeGi/OGiiint6G11oiG_ii■Ini711fiii nmelua■Ia1 I-I nnmr min. �nnnmmnannnal ��� RESIDENCE mnmm�umnn_l. '`inn niu_1 - - von tams. unmen /uannmmnl_mnunnuutamn unmliloi �u anon- n►' iinnu■mnuum_m 1�I nnali■tia_nni_nin• mnI �;rQ.� ���� noon - moor I.nnmm�mm�■i_nn••inn■nnu ! ROAD nnnnw - -- Imeu• w m .wnnla■nm.lnon R Ino.moten_umwnnm. V .i_N low - - I■inM■\ vnunnnnwnun Minn NIXONI metnmoonl_1lmolmene■nanwnmenl■I uuuum - ul� -m .nnnmm�nvnnnnnll -- -latnnnmaunnlnnmmo. gun men G'.�� �f�'11 wmomem vinnalnlmelnnn Inn Inn ununlinnnnmm�mm�nmm�m unuulmennuiunieme. .min �■nm_att■namilsmmninann_nnminnlalinn_nnlilnnli►. `-aa/ vlme IIn■nun, �.unni■nnui.l ,,, Ian Itin wnn_ann_nuliiinnilinn_nnuw • nnn_uuunnnor .anr .I_um_mnmmn_tineananlannlimmn_1nn_nnnanmema.. `�•�i/ 'u1 y��� yl�l� Iwmin mneu■nm_Ia 1>on Inn nam_inn_nm_nm_mm�nnm_nn, �I 111 nm loon_loon\noon_mini.nieu_nni.woonnnmeanm_nnnanoon►. ♦� _ .■L_____ mnuim min_nn_nnn ❑ nm nr nmm�n_nn_nnn_nlo_nnnmm■I iinnn_moo_nnl.ulonnnlolu_nnmexmm�nmoomm�m_nnlnn. ♦�� nwnnuunn_nm um v1_nmm�nn men■ Inr Imwnm_nm_nm_nm_■nn.■nn1n, - ���r Innnmmnunnnlnnnnnnnoonnnlinlnilnlinnnnnmmonvnnnm■.. �- mm�nnnnnmmnnn anunlaunm um Ir nnnnmmnnmumm�mm�snnnm.ol ..IYiimmnw_nmm�mwnnuumenmo._nnmimn_umo_nnn_nmo_nenlmel►r`�' - ---- In■vunenunnwa Iln_1 .nn.■nm_il Inn ur 1_nln_m1n_nnn_.nne_nn_mnuwna •- _ -.. r. ;.mono_nm■_lm_noon_Inn_nN_n...... u_nin_nin_nnlonnim_lr��--- -- -_- --_-- -- -- --.- - --_.�n■nnm■menn__mu_n minnnumn u Milo r .nnimmnnnnmm�nninm■innn_linn '"■I■onoeolo■noliln_lolnn■Inmo.iliYi■_lolo1i11l1i■■■Io111.d1in_e111mon■nlmoieliC.�� IIGGi■:G:■lGie■1GG.ite:ill.O■1■1 •meol■1■■i111111 Ilan Idlllel.11ol■■n■1■1■1a111es1ii1met■o.ololn_ii1O_I - Ini.•--.- .■I1mii1■I111aO11■nnnol.o■InImeOlimiinlmoln■oMe - ■a111dmoil■1■o1w■1■■Imeleldel.■■tOx�.--- ■t.11 melomoolnlnulnw■■■Ia11mol1a1mo1el.Ini■Ialddoolmenlmolnon■Ime11iO1mel0000lnl0000lilOO1n11 Giie6� -- -----lol.■e1e11iOI1e1.■■lull■dl■l1\ 11e1mo1_■t■o1L________e11i I■■lid._■lollieelmol.■■1o11.d111elieeleltn■oton.11a = .-�iiiiG:1■GGilaiGi■GiilfiGG111111ii1n� �nnnnnnnunnnnni nennmm�nm■mnnlnmmmnunlnmm 1n111i dlioimeon11o1 I:Vt:Ll. ilno.11oln■._1_■IIIilnia1111uon11i1iiillll_nl 12 KIM(- 111■1.■ilea.. 1i111n11 IZ14.1, ill_^ Mil 1 ISlYt+1.�1nimelloli■i�lolaiiiol.■n1111i1i111 --- - ._I_i11■1_\loll\1.1_iiillllwn111tn■ml■1ntn1111 non mm�nm■I _nnu_e.n_oonninnnnllmm�_uln_u i__uninl num nn11 r:n: n II nwunumm�mmmmmn_nim .11owml_lum_Imem_umimiin_nnu_mmn. PROPOSED mnt nnwnnm ..,. nnin_nn_nlnuioonnninlnwnni.nnn �,.;, nnnnnml .menm ..�,. Im_ n 1 "' nnn_minniuminmm� Jn_1■nunnnanm■_nni_nnuunnnnnnilnSL • • I■I.1I 11Mmenlomind: uwninwn_nnx_nnliunnunnnwmomon Itiumlaml Iwnn min In 1 ■nnlanl.■lann■�molor `■r•!m.iseeeu••ue!eueaeiate•emeie�ene!.ni•._••- mines nimnmm� - nnlannmm�■unnoo.eunnnnnunnnl ' - fainneainl Immo■ - - Ir1m lo o nnnminm■nooann■ -�Iunfnumniimnninnonoiloinimndoom\_-- Minn inmme_nn .,.� nwn_n_nnn■wn_nnl_nmm�ni_w �.;. itn_.n■in loom ���'� nm1 I■1 1 ��.� oo_mlouuunilnloi_i -■nm_nn_menn_.nn_atliuma,lnom�nq�nn�- IInIlo llniilmeel.nll i❑ ii11i1liw1il11i11111lo.11aei111a1i111no1n11_i1i ❑ Ell■a1eall■mel lllonle ❑ Ilillo ,�� le II ❑ Iiillmeteonolallonolnllowtn �iilliGf_-.p-__,Ifiio1G11■Gaiattii6Gf__,`__ _meidl/i.� -ELEVATIONS u■ai nmonoonnm .nm_mn.niuilnlnnlinnlnennmo.nnn unnnunnl I■menool Imm n 1 non■ieuulimioonvnnu.■.■..................■lolo■. =- > ■o■ wnn■n1 -9t•] twnu_nnn.nnnl -•vt$ nnumow .1a■I l■innelnnl nnnnnnn_nnnmemounwinlnanuninnN Il_mintamt linen olio I11 1 nnnw■lntnunninmi minuunmuumninm n ' ■ inolnl0000lnloolnilmol■I.tln olnlenilae11mo1I I■IMile011.lmol la IJ■ I I�.I 1molndi1i11■onlltonilola■ili1o1ie1111aei111l1■e1ain1ome_t■lIin_1I I �'����m a1loln1o1n1nin_ano■nlni'. uiInu1li■_11■■oluno1.imun1mo■■onnin�ilmo1mlmwaOiimnlO■llnmi1n ean■ ilallia■1.IIol ii_IIl•Into lolnlloominlol Iielol ei1111naitt■1 000lnll Ilit.onlilliai1111.■nmeel 1l.�❑'g�'��i1nn1loom1w11oo1amn■_1nl1i1i�n■_to■in11I � ww� - Ismail toonmnlmlmmmm In Iilll■loon ulni m n minimnlmm MISSION louse iSaone........ 1 Doll _nlmnmmnsntwn__.min_nnl.nmennwitmnlmenniinm_nun._nnwmnl.■nuu um_n1n_nnlninim m �noo_nm_mn.■loon_nna■.un_innwmm_inn_nmwinn_M n_inn_nnn■.nn_nm_nm_nm_nlw_mnl_ Ilan IImelllallnll■OLIlo.o1me11_e1i11ei11.11d_Iuln_1n11uie1.111i1Ii11oni1meli_11n11■no1n111iilalloil illomeiln11oi11n111aitall■' le wool.e1nllii■1mid.Oi11ei11ailo.11me 11_■Inln_tn11■ioinlloimoalonn.11■.oll 1.■en111ii1n11ei11.loomIn111ie1n11eiiinll_i1n1I■.ol.11o.11 1■oil Ilolietlloo_liMnnnill_e11111i1lo11ti11liionolol■■NI•I1in■I11io.o1■lotnoteleli■1met■eO111O.■11 loaolmio■nolo11in11■1■i_ mo mo�dIiI1e.■lo1nn11elieielele■.dlllell.■1■i■■.moi1mo_i■1eo_...........■.. n■t■o.elmoe1a11lloii■I111■i1111moi11e1■_d111n.■lotO.n■1 • 111ii Iilno■loom■loll_noel.■olni.o■I■■1.■■R11w111ee1_wool�Oliil.O1■claddlooln■e1mo1.o■1d11addll •-�_•__•-��•��•���•��•�_• �•, pion•Inmol■11i■oNo■nOio■1w11■■1.0•0.o...v..00so......o.00■v. .00v...v.u•o•so.os.o....ouv....o•oo.vo.•.. •• •- • • = n.n mmenmon._uulouuanvniumoniuu�lt..00umnn.mot.loon.nmo■tit■o■.tit■mon.lon ®� .n..oulonu..nuimmom.nmom ROJECT III: in 18-04 o • .. DATE: • GENERAL NOTES I. ALL EXTERIOR WALLS SHALL OTHERWISE NOTED. 2'ALL INTERIOR WALLS SHALL ■[a�tai■ ■a'�;a'■ '■l■I■■■' '■'■'■■I■' OTHERWISE NOTED. 3.CONTRACTOR ALL WINDOW ROUGH OPENINGS inmeassammminimmmo PRIOR TO ORDERING WINDOWS. II■■NtN■1■aal■NI■■1 ll maimini '•leel .. _ .. ...... 4 PAKE TRIM 4.CONTRACTOR SHALL VERIFY . RAKE TRIM _.at■i■a_ DIMENSIONS -.- TO linonmonu.. � • • •- � liimm�nu.nno.. .• •- - - \ mninnnonnomneu.. niinnunnnonn■nnnsnnn■►. •il■nnnoumoumonmonnuson. \ . • • :- nlnmmunnnnnnlmnnnnn■N■nm ` ATTENTION i' IiNmnnonm�■nN�unnENEnmunnom �■ " THE mir .■nnno�uun■nN■nn.nl�nn�nnN1E eii�� ".inv annuegnnmm�uonnonlsoonn■■amm c■nu ■ilnio �n■nnonmonmonnlm■■nnonnl■nnn■a vnnlm. - .iinnno ■nnnnenamnn■unnns.nnnmotu■Rim. �tnun•:' - - \ 'EiPaiiGi IlinimaiiilNliiREliiifiGilaiiamriil■ii1116i1■GiG■IiNillii \IGi■GiiN- _ W�l IIIIIIII - imilo■■1/ Ii■IN■■IN ins- •�■t1■IN■NNII■■■ 11e■■1■11■■L .■INII■■t Il■■■■1■1 II■■■NI■loom■11 1:1'I•�.1'• N■1■■■Ni■1■■■alal■■■■1NI■■■N■1 71■■■an NII III I/i - ! IEI ■i - - _ lal 1m■■INN1■■■1■■1■■■A■N1■Ntnn■■■1■■1■■I tNi■■■1■' l■NI■Y■1■■1m■NI 11aNImnlnlE■IINNlmtolnl■■■1a■. Nnm■■1■, .—S m � � � to]�� �.� •• m ■;�;■ n ■'�-■ nil m _ ■■�I■ m luni■ioiii■iniilaiiii�iiuni■iuil einiirF ieiiumiil oni •{•• �inuniiiiinieiurivini�■�i, I.I am 1111 I� 11 ni, Eli i 1 Iii - • • • nN■NI�IN■N�IIa/NI■Ilam■lmlN■■In11 1M11r' 111 ■■I■ ■■�I■ ■■�■ tell N■II■{■I■ III■�-■t■I ®I■I■ ■I■I■ ■I■�■ u■nmimm�mn■ ■''.■f■ ■nmlN■Nun■■un■■mm�■■n■n �n■� , .®® ■■ m Ya _ noun■mnnn■nan■■Nnmm�nnEl Rini■ Iinnn■nnnoe nn■■nnnonnt■■nno.nu■_ ulna Iii ti 1ni....-.._...JL.....-.....m ii1 n s loll iriiiiummiili IN Iml nnuulnlmanmonnl■om /1 n - -- - - Rim' -. ■ ■nlnomnlNEommn■non■ n mnnannnegaegnm ® N■mnnonms■nlnonnnN■Rini■_ 71 ®®®l■I n nn■nnnomlunnnomn n1 m _--_.__ -_ __ •' ■ alaunruonmmn■na■nnon�n n I■un■■nnn■nnFu ■nnN■nnno�momumnoNL n I'll, ____ Ya nnnnoumoun��u�n�� nil _ Ya /nnnN■nnnounlm.meonnm r .nmsNNnlegmnNEn1 nuamunnouuuunnm.nnENnIN ________________________________JII R_____________________-______-___LI ._.__.-____________ ____. ill■It■■i■nil■■im■■F■Ni■■■1■■1/Olnlma' ------ ■NI■NI.NN1■al.■N1 ____________lINN1ENNInImRnOImtRINaI■ae1Na1■■■1■ai. • • ■ Inel■INeaRi■I METIRI laRi■nNnimINl■ I 1eIE1■■■al■1■■■■1■1■■■■imI■■■■i■i■■■■1' nvurs.■n■r■e■el ',■maim 1■NO■i■1■NRN■1■■lIIEINNNNImN■■al■ill .nn1■InaN1■YnNleglnaNElnnlegl■aN■1mN■■almia■■N■INN■■ImINO■l■Nnt1Y. ®®® 111legal1■■mI --_- - - - --- --_- - INiimliN�■■IIY1■■mil■illN■i1Nii■IIN�■■11■I■■mt1Nn■■11NI�m1INNIlE11■F■am1iL ll 749% E111 'ENIm1 ImNEa1EIIlmNtEINNElIN11NmlN11INEN1E11■Ea1■INmNI�nEaNIIINega1/11■■■ImINENInIN. um nnn �mnnm.n■■��nnn■nmvnen■■Nnu■nmuelnu■emn�Nsue■nn■n.� \ o • Rini Rim LNeL•uLeelm_eneL�nLeueena_Leg■eLeeleeneeFee•vN•e■seans_ne■Len•e•• _ _I n■I I■■n■ ..■■1■F■■■■1■M■■■1■In■N■1■■■■1■1■n■1■N■■■1■1■■■Nml■e■et■le■eel■N■■■L' HEREBY•- • - -- ------ -- ---- --- ■11' ■�. Ime1 1■!■1 in RESERVES•- • - \ nae.■......nnn .... _-_•...■.Ern■■■nnn.nN■■■n.. _._.opN ■ INN m moll I■■1■1 .�-�.� -.....�-._.__-�_.__-_._._.��,.-IIIi7nGrF■/7___i=._—_G�niri■■Fi11eGe1mFN■GIi1G■eiiitmiG■IFiielGiG■Fieri� COPYRIGHT. r ■■.■r.r...nn■.. - ..mn■■.E 1111]No llnl nnn amtnnNENt rer� esuoennorsm■mu■■nnmm�ne■mnnnsnn■nmL.._� n■nunv_ nmm�mm��- -•vlsnn■mnn• w■INnon n i,� Rini Rine Im■nmm■nn1■■nm■ennl■emn■■ monuunn nn■nnnonnFm■nmonmonnunnmunno■v of [on ' - "�IINOr�" - '••nn■r._ - '�glml■■I Ill MINI 7eelm IENtNN1E1O■NEI■llllEl■■Nt1mNNNNIm1l INEIONNI/Ieee �I, ONEI■ent■Ieeeel■Nna1■InO 11■N■aR1■Ina - l■11.11 l[.11 afUl ■.]■le t11 0MIND2" 1■■■i IIIaill■m11a1m■■11N11Em11aNlaegll■ill■Eli■I ■■liNli■11■nl Im■■1i■I�ml1■NIem11■ImeEIn1ENI 7l!1% IEII■1■lEII■1■1REPRO .._. II■"�il r""7 Ifl IF^'1■■ I■1 -- ■■1 Intel ■1�.�■ .■'� �..■ ■'� �..■ ■■'` I ■1 ■INmaINIlam■NIII■mtloil■■■1■lN■■InIN lnna/t1/IINEI /aN111N■a1■11■■■1mIN■Nini■■■l l■IN■Ninl■■■ Intel null ri,{I 1G11n1 Rolno I�I Isms mind 1■■nnn■nnnolano.nnonn■egl, uummnuNN��j,�11nm■mn■mnnnonnNmnso �!, Inonnnegnel INIL�.I ■■,■ ■■■■ IL:. ■■■■ ■■■■ ILial ■■■■ ■■■■ 6,IJNN1 .. �! IINN NINNI IegNlIlalEOlalIEINBNl1EO1OlEO1n1Ee loom lnlll■1N11__ 11111■lNIn1EO1■tlmlNINal■N1111 annllalEl■Il neul sul mull nunNl IN II��II Rini lien I■Nenmensmm�mnnn■N■nlmn Issunnnn■■n.n■..r.r■n-■unnminm■N■ulnen. Iunueuu■■ •. •• - • •• . mill. Rini uegl milli■ m 101 INNER mnonmonm®nnionuu■/na ■nmomnennunnomnoegnno■1INn■E1a■im■minlmNl ,�� InF■Finamnnml - IIm11al ■EN I■Im � Imllom INN egetl NINFm1 \ NIN■e1�1■ENnli■mN1eg1t■■a1■IN■NI�n 1�11■mNImIN■■IIIIN NN1ni■■NnllNm■1■11■■■1■INma1 is no ImINEllninum INNER MINIMUM mill ",-,� „'�'� Rini "�'�„I "�' non W. Ring 'nnn 11.0omn/nnmm�nonneounNEl nnonnonmJdINnNEnnnonme.nnonnmm� �" lnonneolNlno■ INN 1■nl non - nso1aunnnomRimini soulsonla1.11, 111 •-ImILF. , L1..1 N11a...Ila.1 - Il.lt.l ... INIE I■11a■� INENI C� lnum mNInINmR - ling■ ,'I ��� ''1 , Inul ,I' ,1„ , Rin ��" �'11 , ...n _ .I ..1.11 /eon■uY■■u - \ — ----- - - Illegal inim 1■IMI 1F11■al I■■INI elme■1■■lmoole OP_2F ■Iml■1 aNNI N■ll IImINNI 1a■Na Ii■N■N■i/la■.. �.��.� 11�1 etEl m11■1. I.t..l Im1_I_�I�t_ml_I�1�1 is • NORniSIDE _I DESIGN ASSOCIATES ®� to ISM)362-9802 ■.a'�a■ INNERIi1NNma1Nlsml �al■1N■■1■aelmaims • - IImINNNa1■IaNNaI■1l menw D _.inRim■mm■nu_ umunnElso.l►. � do■nnoonmanmm�nr_ - - - _..iamm�■omnounl■nnloN._ I • • - .nonlmm�minnnmniN■Nonm. � nmo.nl■unauuunommm�nnnu .�• i■sommn■nnnnnnimuRnl■nnn■nn '.� _�Ri' .nonnlomimommnonmonnlmtnmo v► .nnn molnnommm�mnNEnnnomnomnou von. •ot.nonmonnonnmm�.nonlnoum Rion►.:"..... ■■nnn I■nnnonmonm■nnn■nnn■nnn■nnm vnnn. .nnnnn mm l a m■n1�1a. _ - \ ■NI mil go Eitiiiai mliNimRGFI■iii■Liil■fi ■ir.aEnilme�OEliaGiinrldn■. 1■I.GCi it — 1oil 1/ol NolE1i■O' __Im11■m■Im1lNmalElla■al■IIe■■1r•• �•.ImF1■■■1■11■\ ■■� [INN am ■illy■ ■ _■. Nin1 Inmm�r n■F■unnnonIN■mnminm -�a.=:� mimmm�, al,l 'OJECT Not ■;■�■ ■!�■ least Iinni� lriimnii�iiimmosiminnowiiai iil ■I■■ liiiloomal legal �iiu son uiiriiinisiiiii iiiiii iiiini ••f❑T❑111■NI ...11. ..I...II.I...II.I...It.l.....1... I.i1.i...11.i... .mil■l1 .II.I.....i...n.1...i1.1...11. 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ELEVATIONS .__.-__.__.-__.__. ■N1■■■ill■1■■NNNImeNIlNlegOlnl■n1■NIeg:C.lt1■OINa1■L IME.................................................o..........................oi n.uu...v....w.......u...... .. •- • • • �n1.1■n■F.Innr.r■■■■r........rn.r.r■■■n■iN■EaI■il SCALE: : 1 1 • PROJECT#: SHEET I OF 19 • N 1 GENERAL NOTES 3-I 3/4" x 16" LVL RIDGE BEAM 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. CONTINUOUS RIDGE - 2.10 RAFTERS @ 16' o.c. 200 RAFTERS @ 10 o c 2.ALL INTERIOR WALLS SHALL VENT - BE 2x4 1 O.C.UNLESS 3-I 3/4"x I6° LVL ���(((/// 1 OTHERWISEE NOTED. RIDGE BEAM - I 3.CONTRACTOR SHALL VERIFY 1 ALL WINDOW ROUGH OPENINGS IN ULA ION ER PRIOR TO ORDERING WINDOWS. DE � � D 2x12 RIDGE 2x12 RIDGE EXIST. 4.CONTRACTOR SHALL VERIFY RAFTERS @ I ALL DIMENSIONS PRIOR TO 2 2xl C.TO REMAIN CONSTRUCTION.CONTRACTOR s @ I6° .c. 10's @ I o. - TOP of PLATE _ —_— — _ — _ — — ASSUMES RESPONSIBILITY FOR 2x8 CEILING JOISTS H - ANY MISSING OR INCORRECT @ I60 o.c. `.� DIMENSIONS NOT BROUGHT TO 1/2°GYPSUM ON Ix3 SUELY`TION PER o o THE ATTENTION OF THE / FURING @ 16' o.c. M p= o' B DROOM W. C.#1 LAUN. BA H#3 'BkrH#4 F DESIGNER. 2-1 I/4" LVL '<N O F EACH-SI 51 E OF ` 2.12 RAFTERS @ 16'O.C. OO ' DORMER BEYOND \ 5/8° CDX SHEATHING - m `��10 -1 3/4°x9 11D14' LVL \` 15#BUILDING PAPER 2x10 RAFTERS @ i'BLOCKING U DER 3-1 3/4°x9 1/4' L - 72 DORMER W ^ H ASPHALT ROOF SHINGLES Ib"O.C. W12x0 'TEE 1D� N BLOCKING UNDER 2ND FLOOR IX FASCIA ID FLOOR JOIST BEA FLU p DORMER WALL SIMPSON H2.5 CLIP, ONE SUBFLR _ _ _ — 16'o.C. FRAM D _ N_ o PER RAFTER, TYPICAL - TOP OF PLATE.IX SOFFIT W/VENT - - — — - °' O 3-1 3/4"x II 7/8" 2-1 3/4"x9 1/4" EXIST.FLOOR IIO EXIST.FLOOR IX FASCIA W/ - IX FRIEZE I, LVL BLOCKING JOISTS TO REMAIN '� 1.0 JOISTS TO REMAIN NO. REVISION DATE LVL HEADER ALUMINUM GUTTER II II IX SOFFIT W/VENT 3- 2XIO DROP UNDER-WALL I I 1 -. HEADER I 1 II ^ © COPYRIGHT - GREAT IX FRIEZE a II PORCH CL BATH#1 III\ KITCHEN NORTHSIDE HEREBY EXPRESSLY -� _N 13 12' DIA.CUSTOM I i t `OUTLINE OF EXIST. L�9 RESERVES ITS COMMON LAW = ROOM - COLUMN, BASE 4 CAP a m m_ 11 L.B.W. TO BE = COPYRIGHT. W/6°z6" P.T. POSTS THESE PLANS ARE NOT TO BE O W/2SILL 5EA ER.T SILL B 3- RT. 2x10 FLUSH Ix DECKING ON P.T. 9" REMOVED - K REPRODUCED,CHANGED OR .. - ADVAN FGL PLYWD. .1 BEAM I DECK.FRAME I - COPIED IN ANY FORM OR MANNER - SUBFL (GLUED 4 NAILED, 2-#5 T66TYP. 157 FLOOR - - TYPICA I / _ 2x10 P.T. DECK 157 FLOOR II Q II WHATSOEVER WITHOUT FIRST ' IxIO 5KIRTBOARD I *5;UBFLR _ SUBFLR _._ _ _._._. —.—.—JOISTS @ 12°O.C. — OBTAINING THE EXPRESS WRITTENT of FOUND. _ 2-2XIO P.T. .__2x105 @ I�°� - PERMISSION AND CONSENT OF 15.5 —.— .—.— —.— —.— —.—.—.— —. —.—.—.—.—.—.— — — FLUSH BEAM 15OF FOUND.— —.—.—._ —I 1 _' _ _..—.— — —.—.—.—.—.— .—.—._. —.— - -.—._ _._ NORTHSIDE DESIGN ASSOCIATES. E05T.FLOOR EXIST.FLOOR MATCH EX15T.'2x12 'IMPSON ABU66Z SIMPSON ABU66Z �' 5 JOISTS TO REMAIN 'JOISTS.TO REMAIN 3- 2x12 GIRT - FLOOR JOISTS 16' O.C. PROVIDE 10, DIAM. SONOTUBE $ 10 EXIST.3-2.12 GIRT - - W/BIGFOOT FOOTING (BF28) 2 o z 'o z_ 1 BUILDER: EXPANDED FOR COLUMN SUPPORT ABOVE EXIST. 10 c VERIFY AND MAINTAIN v . BASEMENT VERIFY AND MAINTAIN BELOOWTGRADEVERAGE 2.10 P.T w/2)W DIA LEDGER BASEMENT 4" CONIC. SLAB ON - 4' FOOTING COVERAGE LAG BOLTS 16"O.C. - - 10 MIL VAPOR RETARDER BELOW GRADE _ '-PROVIDE 101, DIAM. - - 6" COMPACTED FILL 10" THICK'x 7'-10°CONCRETE 5ONOTUBE DOWN TO' - - ° .. ...... ..... .. . ... .. :'' WALL W/2, #5 BARS TOP 24'x12°D CONT. FOOTING �� -_-1 I AND.BOTTOM, TYPICAL ALL - CONCRETE FILLED--`—__ L. - WALLS, ON CONTINUOUS - STEEL LALLY COLUMN - W(,X&W2.9XW2.9 24°x12°CONCRETE FOOTING DESIGNER: NORTHSIDE ON 36°X36°x12°D TOP 1/3 OF 15LAB - - - - CONCRETE FOOTING, - - - TYP' DESIGN A BUILDING SECTION B BUILDING SECTION ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMEROAL DESIGN 141 MAIN STREET'YARMOUTHPORT•MA 02675 ISM)362-2210 (508)362-9R02 - - - -NORTHSIDEDESIGN.CpM a. NORTHSIDEI@COMCAST.NET- BIT.JOINT FILLER, TOP OFF'WITH FLEXIBLE JOINT SEALANT rSTRUCTURAL ENGINEER: DO NOT BACKFILL WALL a Wbx6 W2.%W2.9 TOP t/L LOR UNTIL CONCRETE HAS - 11/3 /'1 OF SLAB I ATTAINED 7 DAY STRENGTH 4'CONIC.SLAB N LLC . AND BOTH TOP 6 BOTTOM ° ° SIDING SEE ELEVATION OF WALL ARE PROPERLY SERCURED. °TYVEK° HOUSEWRAP 6 MIL. POLY VAPOR BARRIER //\///\/ ' 2®#5 REBAR5, CONT. Y2°CDX PLYWOOD ,I J4°G.W.B. TOP 4 BOTTOM SIDING SEE ELEVATION - y 2x6 @ 16" O.C. - \ lyl GLTtGUE PLYWD. JOISTS °TYVEK" HOUSEWRAP l - PER C_ODE / �I GLUE 6 NAIL TO JOISTS CARRY DAMPROOFING / OVER TOP OF FOOTING, TYPICAL - Yx°CDX PLYWOOD 2z12 RIM J015T OR DBL. PERIMETER �)I 2x4 KEY THY WAY \/\\\\\\ NCE 2z6 @ 16"O.C. �/ � - � � '� . C\ tt5 DOWEL @ 12°O.C. \ INSULATION PER-CODE \ \ \ a ° e 7 0EELRIVERR MA. D 6 MIL. POLY VAPOR BARRIER 2'� 2-2x6 P.T. SILL 2.12 FLOOR JOISTS @ 16° o.c. yx° G.W.B. SILL SEALER '"CDX P.T. PLYWD. BOTTOM 6"' TITLE: FILL 4 TAMP 5'OUT FOR °�jje ° m NOTE: FOOTING SHALL BEAR ON COMPACTED PROPOSED 1°/FT. SLOPE. PROVIDE iD II' GRANULAR FILL OR NATURAL UNDISTURBED SECTIONS 12"BED OF % STONE .11 GRANULAR SOILS FREE OF CLAY, PEAT, LOAM, WHERE NO GUTT ° ERS 2 @#5 REBARS CANT. VEGETATIVE OR ORGANIC MATERIAL. NOTIFY 6 AROUND ALL OPENINGS ARCHITECT IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED. SCALE:1/8"=1'-O" WIN. 7° EMBEDMENT 0 1 2 4 8 ul TYPICAL NALL DETAIL _ a A 3'x3°XI/4' PLATE WASHER TYPICAL SLAB FOOTING SCALE I-I/2" = I'-O" DAMPROOFING BLOW GRADE SCALE I-I/2" = I'-O" 7771 PROJECT#: SHEET 18-04 A.9 FOR CONSTRUCTION DATE: OF l 2 TYPICAL SILL DETAIL 10/3/18 SCALE 1-1/2" I'-p" 19 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2x8 RAFTERS _ 16"O.G. - 2.ALL INTERIOR WALLS SHALL 12 2xB CEILING - I BE 2X4 @ 16"O.C.UNLESS e� JOISTS 16"O.C. OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY — — CONTINUOUS RIDGE ALL WINDOW ROUGH OPENINGS VENT PRIOR TO ORDERING WINDOWS. 2-1 3/4" x 14" LVL RIDGE BEAM 4.CONTRACTOR SHALL VERIFY 2x6 TIES® 16°O.C. ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT 12 2x10 RAFTERS @ 16"O.C. 12 DIMENSIONS NOT BROUGHT TO 61Y1 p 2x6 TIES @.16" O.G. 5/15" CDX.SHEATHING _ ' 61/2 ' THE ATTENTION OF THE I" (MIN.) CLEAR AIR SPACE 15#BUILDING PAPER DESIGNER. INSULATION PER ASPHALT ROOF SHINGLES 2x WIND BLOCKS BETWEEN CODE �SIMPSON H2.5 CLIP, ONE - INSULATION PER RAFTERS, TYP. / PER RAFTER, TYPICAL - CODE TOP OF_PLATE•_._ _ _,—I — — T _ _ _._ TOP OF PLATE 2x6CEILING JOISS F 1/16° IX FASCIA W/ 2xe CEILING JOI I/2°GYPSUM ON 13 6°CROWN MOLDING @ 10 o.c. - 1 _ N FURING @ 16'o, ® IX SOFFIT W/VENT 1/2'GYPSUM ON Ix3 MASTER W.I.C.#2 IX FRIEZE' e F FURING P 16" ox � "= m° BEDROOM V _ M. BATH#1 LAUNDRY i_ NO. REVISION DATE INSULATION PER CODE 12 Cs COX. SHEATHING r K DOUBLE JOISTS ^ 12 IY 2- I �'q'xll 7,¢° LVL © COPYRIGHT ADVANTEGL PD 4 N UNDER PARALLEL I/2"°DENSARMOR°GWB ADVANTEGL PLY WO. NORTHSIDE HEREBY EXPRESSLY 21 SUBFLR: GLUED t NAILED, _ 21 SUBFLR. GLUED NAILED UN ER PARALLEL PARTITIONS VAPOR BARRIER p TITIONS TYP.) 2ND FLOOR TYPICAL 2ND FLOOR 'TYPICAL ( - RESERVES ITS COMMON LAW COPYRIGHT. - SUBFLR_ _ _ _ — _ _ (TYP.) — — SIDING (SEE EK EWRAPELEVS.) SUBFLR — _ _ THESE PLANS ARE NOT TO BE TOP OF PLATE. • _ _ _ TOP OF_PI1__PLATE _ _ _ _ _ _ II 7V TJI FLOOR IN5ULATION PER II ?¢"TJI FLOOR - COPIED DIN ANY FORM OR MANNER JOISTS I6"'O.C. - - ' - CODE - TS 16' O.C. - WHATSOEVER WITHOUT FIRST 3-1 3/q xq 1/4" LVL - - CONTIN000S HDR. PROVIDE I LAYER 5/8° i E I LAY R ° OBTAINING THE EXPRESS WRITTEN - TYPE °X° FIRECADE GWB LLI-L P ° FIREC E W PERMISSION-AND CONSENT OF +; FM ENTIRE GARAGE t CEILING +" RAG t NORTHSIDE DESIGN ASSOCIATES. 2 2x6 P.T. SILL 2 2(, P.T. SILL - m GARAGE - W/SILL SEALER m GA GE - W/ SILL SEALER TOP OF FOUND. - - m - _ _ TOP OF FOUND. _ 15.5'— 15.5'— — — BUILDER: II��II PITCH SLAB)6" PER 2-5 TOP< PI C1 5 PER 2-t5 TOP t TOP Of SLAB 12.5' FOOT TOWARDS DOOR BOTTOM TYP' TOP OF SLAB 12.5' — BOTTOM TYP. ICI —II II W6X6 W2.gXW2.q - W6X6 W2.gXW2.g _ o z TOP i/3 OF SLAB - TOP Ira OF SLAB ON CHAIRS - v 6" COMPACTED FILL - - 6!' COMPACTED FILL - 4°CONC. SLAB ON - ' 10 MIL VAPOR RETARDER 4° CONC. SLAB ON - DESIGNER: x - 10 MIL VAPOR RETARDER NORTHSIDE DESIGN' ASSOCIATES B U ' DISNNRIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET•YARMOUTHPORT•MA 02675 1IM1362-2210 (5061362A802 NORTHSIDEDESIGN.COM TYPICAL EXTERIOR - NORTHSIDEIPCOMCAST.NET WALL CONSTRUCTION - - - ��. STF:UCTURAL ENGINEER:- �� � TAYLOR COORD. DIM. W/ ALUMINUM FLASHING GN LC 6" APRON, THICKEN TO B" DOOR LOCATION ASPHALT ROOF SHINGLES V I V lJ 6"DOOR OPENING - 2x10 P.T. LEDGER .HATCH IXISTING GARAGE DOOR - w/2)%' DIA. 2'-0' LAG BOLTS 16' O.C. ° COX SHEATHING GI ANGLE w/ I" CLEAR AIR (MIN.) LV� #4 _ ANCHORS P 3'-0" 2.12 FLOOR JOISTS @ 16"oc 2x WIND BLOCKS BETWEEN O.C. MAX. RAFTERS, TYP. 2x10 P.T. DECK Fw( X6 W2.gXW2.9 -JOIST 12"o.c. _ ICE AND WATER BARRIER MEMBRANE - TOP I/3 OF SLAB CARRY UP 3'-0" FROM SAVE RTHY !�° AL. DRIP EDGE /\ `/ , ENCE i OVER ICE t WATER BARRIER 70 EEL RIVER ROAD GALVANIZED JOIST a ERVILL A. a j. HANGERS, TYPICAL ALUMIN. GUTTER OST E M INSULATION PER CODE .. 2x4 KEYWAY _ CORA-VENT STRIP VENT )z° GWB SKIM COAT PLASTER Ix STRAPPING 0 16"O.C. 1-f ° BED MOLDING 'r TITLE: n ° r��I SISON R PROPOSED RAFTERS TYPICAL E PE 2 @ US REBAR5, CONT. ° a'. /j/ I IX FRIEZE \,,' r/�y\�%\\\� SIDING SECTIONS 6' COMP. FILL \' \/ TYP. WALL SCALE:1/8„=1'_0„ \ 0 1 2 4 8 /�/i,//�/i �� TYPICAL SAVE DETAIL SCALE 1-1/2" = 1'-0" PROJECT#: SHEET GARAGE APRON DETAIL ���TYPICAL DECK LEDGER 1804 A.l o � SCALE I—I/2" = I'—O" J SCALE I-1/2" = I'-0" ' FOR CONSTRUCTION DATE: OF ' 1°/3/18 19 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. - 2.ALL INTERIOR WALLS SHALL COMPOSITE DECKING BE 2x4 @ 16"O.C.UNLESS _ 2x ROOF RAFTERS @ I6" - OTHERWISE NOTED. O.C. TYR - - I ARCHITECTURAL GRADE 3.CONTRACTOR SHALL VERIFY ASPHALT ROOF SHINGLES - - ALL WINDOW ROUGH OPENINGS 3/4' COMPOSITE TRIM P.T. DECK I �' PRIOR TO ORDERING WINDOWS. JOISTS 12' O.0 JOI : I ICE AND WATER BARRIER SEE FRAMING PLAN j 2-2x10 RT. HEADER MEMBRANE 4.CONTRACTOR SHALL VERIFY 2x OUTRIGGERS @ 24' O.C. ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHINGLE RIDGE CAP - - - ASSUMES RESPONSIBILITY FOR ROLL VENT COX PLYWOOD ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO ALUMINUM DRIP �l�P�O THE ATTENTION OF THE E OVER ICE RIDGE BOARD(STRUCTURAL .WATER B RR ERAND j.p DESIGNER. 15# FELT PAPER SIZES MAY VARY) - 6'k6° P.T. POST 1y�' 5/8°COX PLYWOOD •O ,?.PV,E�� Fx RAFTER VENT WHERE INSUL - p• (MIN. V CLEAR AIR) SIMPSON ABU66 �+ 2x10 RAFTERS @ 16°o.c. +b 5EALANT INSULATION PER CODE - +b - PROVIDE'10' DIAM, SONOTUBE - - / W/BIGFOOT FOOTING(BF28)OR(BF36) to Ix BLOCKING FOR COLUMN SUPPORT ABOVE NO. REVISION DATE TYPICAL EXTERIOR O, WALL: REF DETAIL / _ 3 #I, SHEET. A.9 © COPYRIGHT ( NORTHSIDE HEREBY EXPRESSLY m - _ RESERVES ITS COMMON LAW �- - • _ _ v LCC PAN/SHELF COPYRIGHT. - PAINTED WHITE THESE PLANS ARE NOT TO BE z REPRODUCED,CHANGED OR . L - WHITE ALUMINUM COPIED IN ANY FORM OR MANNER ° - GUTTER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN -- -. - Ix8 FASCIA PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. �-7,TYPICAL RIDGE VENT DETAIL ON BO FRIEZE ON IxlO Fl21QE BUILDER: Ix CORNER BOARDS TO MATCH EXISTING 00 �1TYPfCAL PORCH POST DETAIL ATYPICAL RAKE DETAIL SCALE I-1/2" = 1'-0" SCALE I" = I'-0" DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET'YARMOUTHPORT•MA 02675 BLOCKING - - (508)362-2230 (503)362-6802 PER MANUFACTURER'S - - - - NORTHSIDEDESIGN.COM -INSTALLATION SPECS. NORTHSIDE1000MCAST.NET • - - - HOLD.TOP OF JOIST 1/8° - ABOVE TOP of BEAM O STrRUUCTURAL ENGINEER: FACE MOUNT HANGER - Vr LOR o LLC BEAM SIZES VARY 0 T • PAD BEAM O BEAM SIZES VARY BEAM SIZES VARY dD TNRU-BOLTED `€9.. -``�' -" D CARTHY BRACK ETO BM. RESIDENCE BOLT 2X PADDING THROUGH 70 EEL RIVER ROAD STEEL BEAM W/I/2°DIAM A325 � � - - OSTERVILLE,MA. BOLTS @ 2'-0'O.C.HORIZ. STAGGERED TOP 6 BOTTOM - STEEL "L" BRACKET EACH SIDE FLOOR JOIST - CONNECTIONS PER A15C - - - TITLE: - JOISTS MAY AL50 RUN OVER - - @�--JOIST OPF BEAM BUILDING TO STL. BN. CONNECTION STL. BN. TO BM, CONNECTION DETAILS SCALE 1-1/2" = 1'-0" I SCALE 1-1/2" = 1'-0" SCALE:1/8"=1'-0" 0 1 2 4 8 PROJECT#: SHEET 1&04 A.11 FOR CONSTRUCTION DATE: OF 10/3/18 9 V RAFTER @ 16" GENERAL NOTES O.C. 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. _ °° - 2x6 DBL TOP PLATE 2.ALL INTERIOR WALLS SHALL °00 RS RAFTE ° DBL TOP PLATE BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. SIMP50N 5PG (20 GA.) - TOP PLATE 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY - 2x STUDS @ 16" O.C. ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR 1 °1 ASSUMES RESPONSIBILITY FOR HEADER 2x STUDS @ 16" O.C. ANY MISSING OR INCORRECT A RAFTER�TOPL�ATECONNECTION FULL HGT STUD 1 - DIMENSIONS NOT'BROUGHT TO THE ATTENTION OF THE HDR UPLIFT STRAP "_1DBL BTM PLATESCALE. N. JACK STUD DESIGNER. WINDOW SILL - Li - PLATE - 5/8' ANCHOR BOLTS @ 36" O.C. -MIN. RIM JOIST 7" EMBEDMENT - �c(�>���� w/3"x3"xl/4" PLATE WASHER ti\ - BEAM AND \ `�i FLOOR JOISTS 2-I6" END STRAP jl <�•`� 12 GA. ANCHORS TYP. NO. _ REVISION DATE DISTANCE LSTA EACH RAFTER DBL. BTM. PLATE 2- 2x6 I� SILL PLATE © COPYRIGHT: I� NORTHSIDE HEREBY EXPRESSLY RIDGE BEAM . COPYRIGHT.TS COMMON LAW I THESE PLANS ARE NOT TO BE 1/2" CDX. SHEATHING r'L REPRODUCED,CHANGED OR SILL PLATE TO TOP PLATE . � COPIED IN ANY FORM OR MANNER / SEE NAILING SCHEDULE - WHATSOEVER WITHOUT FIRST NOTE _ - OBTAINING THE EXPRESS WRITTEN REQUIRED WHEN COLLAR RIDGE STRAPS ARE NOT 5/8" ANCHOR BOLTS @ 36" O.C. PERMISSION AND CONSENT OF TIES OF NOMINAL Ixb OR - MIN. 7" EMBEDMENT a' NORTHSIDE DESIGN ASSOCIATES. 2x4 LUMBER ARE LOCATED - - IN THE UPPER.THIRD OF - w/3"x3"xI/4" PLATE WASHER THE ATTIC 5PPACE AND ATTACHED TO RAFTERS - - - - BUILDER: U5ING (5) IOD NAILS @ - �"" E"° STUDS AND HEADERS DY 'LLToP�AS ECONNECTION W/SHATHING SCALE: N.T.S. SCALE: N.T BRIDGE BAND STRAP SCALE: N.T.S. DESIGNER: NORTHSIDE DESIGN ASSOCIATES i - - DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET°YARMOUTH PORT"MA 02675 JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING ISM)362-2210 ISM)362-9302 COMMON NAILS BOX NAILS NORTHSIDEDE5I6N.COM ' - NORTHSIDE1000MCAST.NET OF ROOF FRAMING STRUCTURAL ENGINEER: BLOCKING TO RAFTER (TOE NAILED)• 2-Bd 2-IOd EACH END RIM BOARD TO RAFTER (END NAILED 2-16d 3-I6d EACH END I/2" COX SHEATHING CONTINUOUS MULTIPLE OPENINGS gAYLOR WALL FRAMING LLC TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-1" 5-16d AT JOINTS - A STUD TO STUD(FACE NAILED) 2-16d 2-16d 24"O.C. I I.. _ HEADER TO HEADER (FACE NAILED) 16d -16d 24" O,C. ALONG EDGES - - FLOOR FRAMING - NAIL 8d COMMON EXTEND HEADER - 2)Ibd COMMON o - NAILS @ 3" O.C. TO KING STUD JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-8d 4-IOd PER JOIST NAILS 6" O.C. 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Bd IOd 6" EDGE/6" FIELD , RAFTERS OR TRUSSES SPACED OVER 16"O.C. 5d IOd 4" EDGE/6" FIELD GABLE ENDWALL RAKE OR RAKE TRU55 w/o GABLE OVERHANG 5d IOd 6" EDGE/&" FIELD - GABLE ENDWALL RAKE OR RAKE TRU55 w/ STRUCTURAL ✓)d' IOd b" EDGE/6" FIELD OUTLOOKER5 GABLE ENDWALL RAKE OR RAKE TRUSS w/ LOOKOUT BLOCKS 8d t0d 4° EDGE/4" FIELD TITLE: CEILING SHEATHING \ TIE DOWN GYPSUM WALLBOARD 5d COOLERS - 7° EDGFJIO" FIELD DETAILS WALL SHEATHING SCALE:1/8"=1'-0" WOOD STRUCTURAL PANELS ■ NARROW WALL BRACING- C CORNER STUD HOLD DOWN STUDS SPACED UP TO 24°O.C. Bd lOd b° EDGE/12° FIELD C r Y20 AND%§ FIBERBOARD PANELS Bd - 3° EDGE/6° FIELD 0 1 Z 4 8 Y2°GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD SCALE: N.T.S. SCALE: N.T.S. PROJECT#: SHEET FLOOR SHEATHING /� WO AOD STRUCTURAL PANELS _ _ _ 18-04 " "1 I" OR LESS 1d IOd 6" EDGE/ FIELD FOR CONSTRUCTION OF . GREATER THAN I" Od ibd 6" EDGE/6'6° FIELD LJ DATE: 10/3/18 / a GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL :9s BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. - - / 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS y, ��w� o• OTHERWISE NOTED. "'6'• 3.CONTRACTOR SHALL VERIFY �• S' ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY. - x--'! 72'-0°1 ALL DIMENSIONS PRIOR TO 9v > c \ (EXIsnNG) CONSTRUCTION. CONTRACTOR 'p ASSUMES RESPONSIBILITY FOR 57'-O" - 15'-0° ANY MISSING OR INCORRECT (NEW ADDITION) DIMENSIONS NOT BROUGHT TO THE♦6i.1� ^\\ r i�� ATTENTION OF THE DESIGNER.co / — N r N IV' — m Q�III ro A.9 A.9 NO. REVISION DATE ry N J O COPYRIGHT ` - - NORTHSIDE HEREBY EXPRESSLY m mRESERVES ITS COMMON LAW COPYRIGHT. - THESE PLANS ARE NOT TO BE CUT OPENING 3- 2x12 HEADER II - II REPRODUCED,CHANGED OR 3- _�• II II - COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST I II - II OBTAINING THE EXPRESS WRITTEN DOUBLE FLOOR PERMISSION AND CONSENT OF JOIST UNDER II NORTHSIDE DESIGN ASSOCIATES. :P05T FROM - i - CASED OPENING II EXIST 2x12 JOISTS @ 16" o u 2x12 FLOOR JOISTS @ 16"ox, � II II - BUILDER: o EXIST.3-2x12 GIRT. II `DOUBLE FLOOR J015T UNDER POST, TYP. ' II -EXIST 2x12.J015T5 @ 16°o.aCOLUMN DN. , - H 5-5 4 x4x1/4-—Ir — COLUMN DN H55 4x41/4 IST. 3-2x1 20IRT. C 2 r oa iN - DESIGNER: NORTHSIDE L J m tS _ DESIGN' - L----J L—�TTJ ___ ASSOCIATES • - DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET•YARMOUTHPORT•MA 02675 EX15T 2x12 J015T5 @ 96"o.c. ----- EXIST 2x 12 JOISTS P 16° _15061362-2210 15061362-9602 ____ o:c. 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L1 • • �' ild P.T. 2.10 JOISTS @ 12"ox. ally I ARTY 141N I — — U R E — — —I T,: J NIII i SIDENCE TYPICAL LVL/GLULAM BOLTING/NAILING Ih 70 EEL RIVER ROAD I OSTERVILLE,MA. -MULTI 1 3/4" BEAMS 2" - B PROVIDE 10" DIAM. 5ONOTUBE DOWN TO - 24"A2"D CONT.FOOTING @- - TITLE: - 2 PIECES D-4" 2 ROWS OF 16D NAILS @ 12"O.C. 48° BELOW GRADE - 5�4° `S._*A 5�_�4u 0-0" 5'-q° 5'-�4 53/4° - FIRST FLOOR 2' 14'-0' 2'-0° 30'-0° 2'-0" z4'_oa FRAMING PLAN II 2° SCALE:1/8" 72'-O"* _ - 3 PIECES D-4" 2 ROWS OF 1/2' DIAM BOLTS @ 12"O.G. _ (EXISTING) 0 1 2 4 8 2" FIRST FLOOR FRAMING PLAN- PR0,8C #: AE D4 13 FOR CONSTRUCTION DATE: OF 10/3/18 19 2Syo( \ / \\ },� ?// •ry GENERAL NOTES \\ 1.ALL EXTERIOR WALLS SHALL \ BE 2X6 @116"O.C.UNLESS �0, \ T OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL - O<L y+ \\ % Q" 1p2 \ •o - - - BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 9 \ 3.CONTRACTOR SHALL VERIFY \\\ QJ�� _ ALL WIN OW ROUGH OPENINGS �pJ PRIOR TO ORDERING WINDOWS. 9 I/4° \ Q"JQI VL HEADER 5T-O" 15'-O° 4.CONTRACTOR SHALL VERIFY (EXISTING) (NEW ADDITION) ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR 11 ANY MISSING OR INCORRECT O DIMENSIONS NOT BROUGHT TO �1 n THE ATTENTION OF THE — ————————— - DESIGNER. 05T P/DN. B A - A.9 A.9 s. I/4' POST 3-1 4'p' POST POST QUAD. STUD 3-I 3/4. x q° II 7/5° QUAD. STUD P05T E11 DN. LVL HEADER DN. DN.. —POCKETS LVL HEADER POCKETS ON, Pg5I P r II NO REVISION DATE UFI/t'7N. UP/DN. - D I POST _ II ON. F--- I I----� i - O COPYRIGHT p _ NORTHSIDE HEREBY EXPRESSLY o 7F T r I E RESERVES ITS COMMON LAW N ~ COPYRIGHT. mm I- THESE PLANS ARE NOT TO BE IIIII ate.o OI I o REPRODUCED,CHANGED OR m Y a) O - r 0 0 - r w III 3-1 VWx i g¢ COPIED IN ANY FORM OR MANNER IIIII HEADER, DROPPED II 3 WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN J I I I IIIII OO I —POST f____ I—_—— _I PERMISSION AND CONSENT OF N m J I I '^,J IIIII I I NORTHSIDE DESIGN ASSOCIATES. 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A.9 II 6 II 2>IIO F PO JOI @ II I N N C ® — II ED i CONTINUOUS 3-200 - ARTHY HEADER, DROPPED B ENCE 6XG P.T. POST ON @ PORCH A.9 70 EEL RIVER ROAD TYPICAL LVL/GLULAM BOLTING/NAILING OSTERVILLE,MA. MULTI 13/4" BEAMS 2° 14'-0" V-0" 30.-0° 2'-0" 24'-0' 72'-W± TITLE 2 PIECES D-4" 2.ROWS OF.16D NAILS @ 12"O.C. - (EXI5TING) SECOND FLOOR 2" FRAMING PLAN z" SCALE:1/8"=1'-D" 3 PIECES D-4° 2 ROWS OF 1/2" DIAM BOLTS @ 12" O.C. - /^\ SECOND FLOOR FRAMING PLAN D 1 2 4 8 1 1 __= 2" PROJECT#: SHEET 18-04 A.14 FOR CONSTRUCTION DATE: OF 10/3/18 19 I GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS • p` ,� , OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS 52'-0' PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY 20-00 16'-0" ALL DIMENSIONS PRIOR TO • CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR \ ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE Jp DESIGNER. - `i p T UP ON. . 0 0 NO. REVISION DATE p� .. ............ ........................' ...... ..... ............. ... .................. . p�.... .. ... .... .. ....... _vz II T FL R OI 5 16°o.c. - ep2 \ O \ © COPYRIGHT C vZ NORTHSIDE HEREBY EXPRESSLY vL G LV. NA GER o RESERVES ITS COMMON LAW' 1O N I T P. \ COPYRIGHT. i r o \\ THESE PLANS ARE NOT TO BE / \\ REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER BE ,FLUS p° \ WHATSOEVER WITHOUT FIRST W 14x6l ST-EEL" OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF cr'� \IP`Q4ip NORTHSIDE DESIGN ASSOCIATES. m3 P05T 0P a��' BUILDER: UP/DN. POST •o` p+ ,r 911� a� o i �o i o �� /// ��%/// DESIGNER: NORTHSIDE o - 0 11 --° Z y�� n n d — d / e°� DESIGN �r g - LL � LL � • - � / � � D ,.. 0e,�a 0 /!/ nssocrn'rEs . 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LESS 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS pe OTHERWISE NOTED. < / �� ' 34'-O"t 24'-O' 3.CONTRACTOR SHALL VERIFY (EXISTING) - - ALL WINDOW ROUGH OPENINGS - 'yG PRIOR TO ORDERING WINDOWS. 4" (DORMER) - (DORMER) 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR At 11- O - ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO hT' I a THE ATTENTION OF THE Q I N DESIGNER. ,9 I I �'4 XII.35° LVL I w o I B r A VA LET = _ 3-1 3q x9 Y4° LVL 19 14° L - _ HEADER UNDER A' HEADER UNDE 6X6 POST 'DORMER DORMER N. DON9T RIDGE OBEAM - POST POCKETS STUD LVL/NEADERtl POCKETS QUAD STUD ON. I I' ° I 1 3 13'4 II *13" I I NO. REVISION DATE UU11 Z I L H ADBR I - 6 © COPYRIGHT 0 1 I 1 '1 I I I I ' NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW i0 I I I el 2x0 NAI ER I — I I I _ _ 2 N ILE II w I I I w I I I COPYRIGHT. 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ROOF FRAMING 2" - PLAN 2° SCALE:1/8"=V-0" 3 PIECES D-4° 2 ROWS OF 1/2" DIAM 5OLT5 @ 12°O.C. - ROOF FRAMING PLAN 0 1 2 4 8 2° PROJECT#: SHEET 18-04 A.16 FORCONSTRUCTION DATE: OF 10/3/18 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @.16"O.C.UNLESS OTHERWISE NOTED. _ 0 2.ALL INTERIOR WALLS SHALL ryas BE 2x4 @'I6"O.C.UNLESS . P OTHERWISE NOTED. In 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS 52'-0" PRIOR TO ORDERING WINDOWS. ,b gyp] 4.CONTRACTOR SHALL VERIFY 10'-0" 26'-0" 10'-01, - b'-O" h ALL DIMENSIONS PRIOR TO (SHED DORMER) - CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE ay;2p0 4`� x DESIGNER. + q I 4? / \ b O o 0 o NO. REVISION DATE © COPYRIGHT O _ - - NORTHSIDE HEREBY EXPRESSLY - I i x m RESERVES ITS COMMON LAW r w I w w I ��� �♦ THESE PLANS ARE NOT TO BE I REPRODUCED,CHANGED OR `. COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST \ T j o o N J / \ ♦��" OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF // - q1. ,\` ry NORTHSIDE DESIGN ASSOCIATES. Q�(T�4P' '�♦ 0`` \\ 4"xb PDONST POCKS UD DN.T 2-I �q'X9 Y," v 0 p, ep2 `0 a� p0�\ \\ °@♦`' \ UNDER-DORM ALL Q" Q- ♦ ^+�� P ��� BUILDER: 0 \ to LJERS @ I P 0 TLI E 0 T° POS DN. c Pu DN. O ER @ 1 v � / DESIGNER: NORTHSIDE N- _ _ _ = — _ _ = P II /�p♦ \ �, \ /� .. ` 9 y c DESIGN RI 1 e B16 V q. I — — e+ °r R \♦ + / v�v �p0 ASSOCIATES L DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 1 %L' �i+ > // a O n L IDG ° / • / \\ yyy Cb� ��(' / 141 MAIN STREET'YARMOUTHYORT•MA 02675 N N 10 tA @ I ° O. 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I I :p<S \ �/ 6 \ G TITLE: ROOF FRAMING 2° \ ✓ /epr \ PLAN SCALE:1/8"=1'-0" 3 PIECES D-4° 2 ROWS OF 1/2° DIAM BOLTS @ 12"O.C. �\ CUPOLA FRAI"IING 0 t 2 4 .8 ABOVE MAIN ROOF PROJECT#: SHEET ROOF FRAMING PLAN tB-D' A.17 FOR CONSTRUCTION DATE: OF 1D/3/I8 19 •o`pd 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. I 4.CONTRACTOR SHALL VERIFY ., ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR 21112 PITCH ANY MISSING OR INCORRECT BELOW _ - DIMENSIONS NOT BROUGHT TO • THE ATTENTION OF THE GAMBREL DESIGNER. GAMBREL BREAK . BREAK - S / \OQE\ry GAMBREL a 1 GAMBREL A�< 0`��xl`A BREAK BREAK 21:12 PITCH NO. REVISION DATE - '21,12 y r - BELOW PITCH O COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR - A VALLEY r? COPIED IN ANY FORM OR MANNER SZ Acy;p a �// / - _ WHATSOEVER WITHOUT- RST OBTAINING THE EXPRESS(WRITTEN P R AMBREL AT PERMISSION AND CONSENT OF G �F cy`�/ BREAK NORTHSIDE DESIGN ASSOCIATES. c - BUILDER: GAMBREL A `� BREAK21.12 TCy� r -PITCH ( GAMBREL GAMBREL - DESIGNER: BREAK 9 BREAK _ _ - NORTHSIDE --- --- -- -.-- -----i --- ---- ------ N DESIG ASSOCIATES 612 ` 6:12 I 4. PITCH • PITCH )_ I 190:12 10:121 ill 12 1 :1121 I DLSTINRIVE RESIDENTIAL&COMMERGAE DESIGN (SLOPE 9�C SLOPE, W SLOPE j 1 �W7 I I �W7 1 - 241 MAI N STREET'YARM OU HPORT•MA 02675 15081362-2210 (508)362-9802 PITCH I E SLOPE> SLOPE. j y tt �' NORTHSIDEDESIGN.COM SLOPE'S� NORTHSIDEI@COMCAST.NET L I i 4,12 - 4:12 1 < P 10,12 <fF P I 1�:12 1�:.12 PITCH- PITCH '� J PITCH }, I RIDGE RIDGE RIDGE STRUCTURAL ENGINEER: lOd2 10:121 I - R 10 12 - YLO PITCH yE( - < PITCH( 9 PITCH iSLOPE�P�. p <�SLO ,Pv�m << SLOPEJP`%w <<� + I I K I I it K 1 I I I - I 110-12 iOd21 itlOJ2 101121 - . ,.1 PITCH 'yl PITCH 1 " I S _ SLOPE J-------------- btuEI D CARTHY I IL 20:2 _20, l ESIDENCE GAMBREL Aa GAMBREL 70EEL RIVER ROAD BREAK BREAK OSTERVILLE,MA. TITLE: ROOF PLAN. ROOF PLAN ,. �. SCALE:1/8"=V-0" 0 1 2 4 8 PROJECT#: SHEET " 18-04 A.18 1 , FOR CONSTRUCTION DATE: OF 10/3/18 GENERALNOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 016"O.C,.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 9 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALLWINDOW RPUGH OPENINGS 70 LRIVER 0 ,A ,D :l TE VILLE A 4. OR T RACTO RSHALLING V IFY' M 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. REVISIONS garage Addition .. .. ....... ..... . ...... .. .. . ... . ... ..... . .. TYPICAL NOTES DRAWINGS I.CONTRACTOR SHALL.SITE INOPECT ALL Ib/MTING VS.PROPOBEO - , - NO, REVISION. DATE CONDITIONS PINOR TO AND DURING CONB7RUCT10N ANO NOTIFY .. DESIGNER OF ANY t7ESCREPANOEM AND/OR 44AHM THAT MAY®B O COPYRIGHT INCO ' !M?A' ®•: - �1 C�L. - NORTHSIDE HEREBY EXPRESSLY RSEWES ITS r - G.1 1 - Cover Sheet COMMON LAW COPYRIGHT. .THESE PLANS ARE NOT TO BE REPRODUCED, 2,CCIMUCTION SHALL INOfI/Y DFdiOiNE'A,IP AT ANY TINE TNpO16IIM' - /'1 /� ,,E a' CHANGEDORCOPIEO INANY FORMOR Ot KTHE ANY OUSTING MPILEMOOd9 AAE POUND THAT MAY - Al -Garage Foundation Plan MANNER WHATSOEVER WITHOUT FIRST PREVENT`CO TRACTOR SHALL LL NOTIFY ILTN OF ANY PORTION OF F'ROFOO® MArN BUILDING.CONTRACTOR SHALL NOTiI'Y DESIGNER OF WON 'tU - - a OBTAINING TNC EXPRESS WRITTEN ANY OR AI'1TIRATIQNB O A2 - Garage First Floor Plan PERMISSION AND CONSCNTOF NORTNSIDE. AS PRE9W=IN FINAL CONSTRICTION DOCIJMW!S. - ... DESIGN ASSOCIATES . A3 Garage Second Floor:Plan M.MTRucruau PNOINEIDVDPSI(dtFR TO 6FsuoAl•i FRAMING,INSPECTION - A4 - GarageEleVatiOns WINFRAMING IS COMPLOTE AND PRIOR TO ENCLOSURE BY INTERIOR BUILDER: WALL PIASTER BOARO/PINIMH. .. A5- Garage Section & Details ,I AG, -Tie Down Details FOUNDATION NOTES A7 ; Second Floor Framing ; I.MAIN FOUNDATION WALLS TO BE 10'POURED CONCRETE - `I AO -.Garage-Roof gaming Fc'+9000 Awl, W/20 OS BARS TOP 4 BOTTOM.FOUNDATION WALL TD BE CN 12-Dx2W STRIP FOOTING.PROVIDE 130 M6 WORIZ,BARB - T - DESIGNER: CONTINUOUS IN STRIP FOOTING W/KEYWAY.PROVIDE 96 1 ..: NORTHSIDE VERTICAL DOWELS•24'O.C,EXTENDED W-i'FAIN.ABOVE TOP 'I OF FOOTING.PROVIDE%'ANCHOR BOLTS•Bc-OA,MAX.MIN,A DESIGN EMBEDMENT W/S'x9+,,0 PLATE WASHER. _ II II II I . ^ ii ii ii �0000 ASSOCIATES 2.All STRUCTURAL STEEL COLUMNS TO BE*'CONCRETE I I I I I i I . PILLED LALLY COLUMNS TO EXTEND TO FOOTING BELOW.PROVIDE II II 11 I I DISTINCTME RESIDENTIAL&GDMMERCIAt 05IGN i-x6%r% CAP PLATE 1 7-xi249'r BASE PLATE W/2i 91 DIA. BOLTS.WELD ALL.CONNECTIONS,FOOTINGS TO BE BL-x96'ki2' II It 11 11 - 141 MAIN STREET'YAAMOLRHPORT-MA0267s .: IBO/ARe CONCRETE W/eR.R6 BARS EACH WAY. - 9.Coume In,=.*61.6 UNDER AI.L.PXRAL.LEI.PARTiTiONS. ,' _ CONTRACTOR TO PROVm FA P NIV�im ON ALL mPER CODE N�WS 1 Iq W NO 1"ICCCE51GN.COM i Hmz. + NOT@r . - WITH SILLS ABOVE 72' I GRADE . .. .. . WINDOWS SHALL NAVE PALL PREVENTION DEVICES,AND•9NM.L 4.CO?ICRE'TE SLAB 70 8E 4'POURED CONCRETE ON COMPACTED - -- dcigocam 1c�ei s0 ronhz COMPLY WITH THE REQUIREMENTS OF - . FILL.PROVIDE CONTRACTION JOMI'8 1'DEEP AT COLUMN LINES. ASTM P2O40. WINDOW OPENING DEVICES SHALL.BE SELF ACTING CUT W/-EARLY ENTRY'SAW. _ AND SHALL Be POSITIONED TO PROHIBIT THE FREE PASSAGE W' a STRUCTURAL ENGINEER: S.CONTRACTOR TO.PROVIDE BASEMENT VENTILATION AS A 4'DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING ' YMNPJd'THE bMNDOIN OPEJING LIMITING DEVICE IS.INSTALLED IN n V LO D 1 RL-4'MllIR4D BY CODE(WINDOWS OR McCFL4N10AL) - AN]C.OAOMtCp WITH THE MANUPACTURER'S INSTRUCTIONS, _. _T .R M.CONTRACTOR SHALL ENSURe THAT ALL FOUNDATION WAtA9 :. ... .. MAINTAIN 4'-0-MINIMUM COVER. - DESIGN LLC 7.PROVIDE WEB BTIPFENING PLATES AT BEARING,POINTS OF STAMP STEEL BPAPTS(TTii). ... ..... .. . S.SEE STRUCTURAL DRAWINGS PNOR LOCATIONS OF ALL .. STRUCTURAL COLUMNS. 4.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ... ... . . .... .. .. ANY MISSING, INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER BECOME THE . RESPONSIBILITY OF THE CONTRACTOR. - ..... . -' t0.INTENT OF Des*w IS TO ALUGN NEW FIRST FLOOR SPACES 'WITH EDOSTING FIRST FLOOR.CONTRACTOR SHALL ADJUST TOP - OF FOUNDATION WALL.AS NECESSARY TO ENSURE DESIGN INTENT. � PROJECT; PROPOSED 11.GARAGE AND OTHER FILLED PaMDATTONSI - PROPOSED ...... 10-POURED CONCRETE WALL IN/"MB TOP AND BOTTOM BARS. . ART McCARTHY FORM FOUNDATION ON 24-xh-D STRIP FOOTING.PROVIDE 20 ae CONTINUOUS RDM=NTAL BARB AND KET`WAY IN STRIP FOOTING. LAP TOP BARS TO MAIN WALL BARS PROVIDE TRANSITION RESIDENCE REINFORCING W/MS,BARS SPACED f 12'O.G.VERTICALLY. PROVIDE%'x 12'ANCHOR BOLTS•x'Q.C.MAX.MIN. 70 EEL RIVER ROAD ETMgOMEIT W/3"'04'PLATE WASHER. OSTERVILLE,MA.. TITLE: COVERS SCALE:1 4"=1--0" e.rwru.e.,,.... FOR CONSTRUCTION RUCTIVIV PROJEC7M:' 9.ET18- DATE: _`ter \�r GENERAL NOTES' 1. ALL E%TERIOR WALIS SHALL BE ®16 O C UNLESS OTHERER WISE NOTED /// 2.ALL INTERIOR WALLS SHALL BE 2X4®16';O.0 UNLESS. 43, OTHERWISE NOTED, 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS FRIORTOORDERING WINDOWS 4.CONTRACTOR SHALL VERIFY I' - - ALL DIMENSION$,PRIOR TO CONSTRUCTION CONTRACTOR ASSUMES RESPONSIBILITY FOR ♦/� \ ANY MISSING OR INCORRECT f DIMENSIONS NOT BROUGHT TO / THE ATTENTION OF THE. DESIGNER: / REVISIONS: y z I I i 1 D.C.MIN.7-��exT ( E A I 1 i 'S.S'.WASHER(TYP} � � I L Ic ' r C j i DATE I ;' I 0 COPYRIGHT I. WINS 4i1/4 I I' - ! a rr ti Y F: NORTHSIDE HEREBY EXPRESSLY RS£RAS ITS HISS ��ft t ai��' y COMMON LAW COPYRIGHT, COuJmN 'ON:: is GCtl:UMN DN. I of �t`i _J I 0,(C �,' i'-t r Vt. !Q' I THESE PLANS ARE NOT.TO BE REPRODUCED, .. 'i f- I I. I I. 4g y�C,. ;� 1 gyp, !r t CHANC,EDORCOPIED INANYEORMOR MANNER WILATSOEVER WI(IWUT FIRST OBTAININGTHE EXPRESSWRNTEN II I r '•'1—"�^�'•——J I; I I a c -{. t\ ,,t ,J �.ty I 1 1 PERMISSION AND CONSENT OF NORTHSIDE '. �q'+J_, '• p I t t�s t t � 3' DESIGN ASSOCIATES I I I: lytj e � lj BUILDER:: I ——— — n. I GARAGE GLAD IC�c 6 o•tNly'G.a+•a�((nIN.) +•CCW-&-AB ON to MIE � i. I -T \ �� � >R I I cONCReTe FNON I WI.L VAPOR RATARM —• I i a i', j jet ——— — ON CONTINUOUS a•.1• MMUL WM4 CLK mCOREE FOTIN4 DROP 7OB I I \ - � � ♦' V.SLAB .lr LY y oP OPEN Ir I I \ N�. �`R+y 4� / 00 I. ... �.; Af-OPE/•IING9 / \• \.. „, 1p \' tS'' ..�•F' .A. yt \ 5.� .. . 3, DESIGNER: - ---- --- ------ ------- ------I / \ \ ry. Q l' r c v NORTHSID:E 1 T I .. gj`�"gi. f. -T, /' E.——� :. �� � t r �"\ 77, Q"a rJ:°s'� 1 -t f t DESIGN L I, \ \ ma J t � r L ( . \ \ � � QF JOINTCUT WITH EARLY ENTRY SAW '''. I la=:� _' _ �./� p �q. + t "` ' �„ ti �,` .•, `♦ 1.;F ASSOCIATES 1; I� I L -J• L tl \/' ti alp k . ! S j3 t 04VINCTNE WIDENTAL&NMMERCIAl OE510N 141 MAi N STPEET'YARMOVMRT PO •MA 0? (; �¢� A `ham- —I-, i �! i, 1 _�}/`,r(oJ'" I I T• ///T. lVA NOREHS(DEOFSIGN.COM y . +L` }�, 't 1 s Y 1 } ror(hdael®cm,ceN.naS OPBYI IN6Sr I_; I` I I `041q 97j'• , ` � _,1 t., STRUCTURAL ENGINEER:' I .DLYDP 0 T OF WALL R• ,-r.( , I I AT a'eNLNGS: Hss 4.4.vA ; I , �,;'. TAYLO R �� L ——— -_-L— —— —— —'J-• COt-urtN DN ——.J \. ♦. %1•RJa , , ♦ _+: s ,.:(. �V DESIGN LLC I \ •n L— GONG.----- _ ------- — — _------ APRON HSO 401-1 STAMPAV / i p / ,t I ♦ E y M-B'- - �t"a• - q_Bc. .'-4 .. -B•' Y'-2 / 7, r \ / ? 5 r ti + A - 9E•t-0°:. T-O• .IL.�r. � � +'� ;v '.' t ( rr1 t I lS .s i' ... '. 44'-Rls'- / .;� , t ' , ' t J I 7 + i�, /• PROJECT: PROPOSED ART McCARTHY R.ESIDENC.E F O U N D A T I O N PLAN - 70 EEL RIVER ROAD OSTERVILLE MA'.: if TITLE., WALL BEY \ mcIBTING WALLS' � GARAGE C__:==�. YRALLS To SE ReliovED ` FOUNDATION \1 \ ��yt�. ��/ SCALE 1 4 nii.p 4 8 A \\ •�I/ FOR CONSTRUCTION ~ PROJECTk: SHEET / 8-Q4 �. .. Al / DATE: � 10%3/18 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED!- 2.ALL INTERIOR WALLS SHALL BE 2X4'@ 16"D.C.UNLESS OTHERWISE NOTM' 4.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH.OPENINGS PRIOR TO ORDERING WINDOWS. 4.'CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO: CONSTRUCTION.,CONTRACTOR ASSUMES SIBILITY FOR ANY MISSING OR INCORRECTId-D•' II6'-o'� la'-o-' --- DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE; DESIGNER. ... REVISIONS. t fi NO.1 REVISION DATE 9 $ ®cOVyRIGHT - _ NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT.. THESE PLANS ARE NOT TO BE REPRODUCED, �—..-—.�--., —— - CHANGED ORCOPIED IN ANY FORM OR R_._ MANNE WNATSOEVE WRHOUT FIRST R . -TT,'--.--tea. —Tr—,—�--'—a�--- '. '�: � OBTAINING THE E%PRESS,WNITfFN ' j i j I PERMISSIONANDCONSENT OF NORTHSIDE DESIGN ASSOCIATES o I i' t I. BUILDER: o $ IP oil L II IL •4 •f E' ( a DESIGNER:rat NORTHSIDE DESIGN I j / // / d Ep; ASSOCIATES r _ r r � /.- OIStINiTNE PE410ENfiAI&Corot MERc1At 4ESIGN I, P Q: / !N f4f MA STREET 0 7.. A 10 5 m Isoei 3axaa0,.. (5001 A62se02 NouE SIDEDfSIGNCOM . I I I I .' of /',,. / gyp►' /' ♦ / r \;': narNdGe1®ccmcettnea� Saes STRUCTURAL ENGINE ER: Ii Ii $ TAYLOR: B 907i oN6D' I I. 9?M ofwD, I I ami piGD � \ r � DESIGN LLC J. STAMP.• C 2i-y 9'-0- Zi-,e r PROJECT:'. ,... .. . PROPOSED• ART McCARTHY ry /� x" RESIDENCE GARAGE PLAN \, 70 EEL RIVER ROAD OSTERVILIE,MA;; TITLE: PROPOSED AREA WALL.k� �, � ` GARAGE 1ST O BOOSTING WALLS!, \, FLOOR PLAN FIRST FLOOR LIVING 2437 SF C ___� WAILS TD eB RE710VLD � SECOND P�O�LIVING. 2392 SF TOTAL LIVING AREA 4829 SF SCALE 1 4�'=1'-1)" GARAGE 1248$F 1 2 .4`. B PORCH 240 SF PATIO 286$F r p N ' t + ^ �' ' TOTAL AREA:- 6603SF P �R CQOVSTRL1CTiQIV PROJErra;' SHEET 18-04 /q1.2 DATE: 10 3 18 .. ." : :: ., : ... , .. . i ' v .: i:. .: .-.. :. ,.. .. t .. I . , r ' ,, : _ w r :..II GENERAL NOTES. RI IFY - `I�- -.1:_ALL EXTERIOR WALLS SHALL- . .. - , ... BE 2x6 @ 16"D.C.UNLESS . _ h , q - I II - � ' - ' ' - . . OTHERWISE NOTED: - . 3 f ., ' 1. O o . 2.ALL INTERIOR WALLS SHALL ryP 4 BE 2x4 @ 16"D.C.UNLESS . .`�P <:OTHERWISE NOTE 1 ' , I , ALL WINDOW ROUGH OPENINGS �- I . ' 1 52'-on ` - PRIOR TO ORDERING WINDOWS. . : - b / � 4.CONTRACTOR SHALL VERIFY . I � W-01 I . 26'-W 10'-01 _ V-on � y P /. :ALL DIMENSIONS PRIOR TO . .. .. (sNEO.DORMER) - -M1 CONSTRUCTION::.CONTRACTOR . :. - : ASSUMES RESPONSIBILITYFOR .- : - ._ - _ - .. .. .. , . f:' - : .. - ANY MISSING OR INCORRECT ' .' �DIMENSIONS NOTBROUGHTTO II. ,. � . . .. . - � .: - � THE ATTENTION OF THE .. .. 7W 32.' - - .:. .. DESIGNER. II . c - .. CL $ .. .. .. : •.. t. > _, PROPOSED v PROPOSED .. - ,, - RY_ .e _ LAUND m M..BATH#11 . 0 E0 ,' ','' m o NO.: : :REVISION:. . D T N N ._ - �i' r., - ., _ N _ — /: A E . , . . _ `V .... ,y :...:,.,.,.. r.. :,. : C � i'2___ __ y4 4, ORTHS DE HEREBY EXPRESSLY:. . _ , r .,_ .. .:'. - N .w i' _ .:" _ RE ERVES ITS.COMMON LAW.- 10 � '. I o '- 'PROPOSED-. I: - I '_ - - '. - :�• 1 COPYRIGHT.'. ,. .. ., , I.ATTIC :I .. .m:. ''. '`�:ojP y ....� ` I' W.LC.#1 I . - - y„ - I ACCESS. I _ s'xv' - l - THESE ARE NOT TO BE -.. ..._..: ,; ,.. �_ 'SNOWS :..-. ..:. .a , ..:::.:. - REPRODUCED.CHANGED OR ' , - .. , - .- - : - I .... . ti T COPIED IN ANY FORM WITHOUT MANNER, �.. ... _ . ...,•1'.-,. .,. :.. :;._ - :m WHATSOEVER WRHOUT FIRST .. ... .. .. m .�. .. `,; . :.., .. .. .: - m .. TAINING THE EXPRESS WRITTEN :. :., .. .I --. -n I ..-N - PROPOSED _ \� n m O — . --- —I v. .. PERMISSION AND CONSENTOF- ,. .: s r :, ... _ N M:BATH#2 31 , _. ' NORTHSIDE DESIGN ASSOCIATES. r. .., �. ,.... .. PROPOSED - `� 11:1ti. ,' e , °. .. ,. _ .. _ � 1< I ; W'.LC.#2 5 0 5 0 �' . . . N L _ 0 I - 1. C ;1ti BUILDER' I . . ' —— ti o. . - 61' 't. 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Y.. -: r... ''.. _ , - .-.a .. .. ._. _ V p n r A .. __ .., h.. u ,1' STRUCTURALf IN, i - 1 . I , . : ,. - . D NG EER �: TAYLOR , . r _. . ., " .: f ESIGN LLC : :,: :3 I uN It •'t .. .. .,... .. 3,. �� 4 , � 4'�� STAMP: I - . � P i ,. -- ., .. _. .''._ � ... '. -. :.- �: .: '. .. -. _.:. ,.,�.. � .,'. .. '- tea' % 9-,:• . .a- ..; ,r .. : . - F', ;may , . , ,. .. _ : .. , r r .,.. _ n.. ,.. .. .n. ,r. . _.e. e.. .,. :. r r .. . r. .v :. ... -. , c :-4. .- r :_., ..,. .. : ,.. :, 1 10 „ PROJECT 3 IA, � ( .,.. .,-'. -. .. :. , b O b O 2 9. 2 9. i b O b O.. ` -, P,.ROPOSED 16 - i :- w. ' 4 13 4 �q ..�., 121_O. ,.-, ,: 1.11�t .. q _ _ - .F .r . . ,.:. .. .. .,.... ,. .. .w .. ': 1 6. ART MICA T Y ,. .. n _ .. , -. --. RESIDENCE :. 70 EEL RIVER OAD ^ � ✓ p `1 ;-OSTERVIILE,MA . 44' by2°< ti' .. .. 1 q y P 9.. n ,- O .. _ , - .. .: - , (;� it .. _ - i. r ..7. .. ., , .. ... :. ... .r :.. . .'. , i e '.,. ..: ... < s,I P, GARA: E 2ND FLO AN >.: '0 1 .. G OR. PL w : , ; .. r TI GA . - , . P' r .' -, ....... - - ..,,. 1 n . .: .. .- 1 . . I RAGE 2ND E, - _ 1. - . .:.WALL K Y. - <,.. 1 •� . 1 6. 4 -FLOOR PLAN PROPOSED AREA -r - 'r .- _ 0. IXISTINGWALLS -.. .. -::. .. _'.. .,: .. r . .. - y ,. FIRST FLOOR LIVING,. 2437 SF. wA LS To ESE.REn 1 ff .:.. : ... ... SECOND FLOOR LIVING 2392 SF .. / � 0 1 2'- 4 8 . _, <- _. . -. - .. .-.. -. - /./ii POSED WALLS.. ..,�, �., ... .i. ... , ,. �.:.. .. ® PRO ::�.. �. : ., - .: :. .a , -..' TOTAL LIVING AREA 4829 SF. ":. w . . ;. :. . t 51 - . , _::% � \ GARAGE 1248 SF ., _. —_ ,.,, PORCH 240 SF: .: .. PROJECT,# SHEET PATIO 286 SF , .::' ' . R (^ONSTRU TION „, - . k ,,, ,: _; :: ;:_ �� , -\ ,. 61, •. F O C. � - ._ :'. ,.. r. .. . � \. DATE 8 04 .O F ' TOTAL AREA 6603 SF : 1...,,' -.. _ . 6. _:. °o i/ 1. _ - • : .. : - _ .. .. :. ,. _. -. -.,.. .... ... .. '. .. _... '.,' .�. .- <,..'mot:. -:; ,. is .'. ,. ' ,;. .:. .. .. 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CONTRACTOR 2-I w4-n la•LVL ASSUMES.RESPONSIBILITY FOR RIDGE BEAM; 2n TI 1 1 O ANY MISSING OR INCORRECT ,. iE96' .C'.q OI(VIENSIONS NOT BROUGHT TO - - THE ATTENTION OF THE 2119 RAFTERS•I6•o.C! DESIGNER:: 6,+rz 2xc Tie®•16•D.C. S/Bo CDz SOVATNING' REVISIONS. CLEAR 1•(MIN.) EAR AIR SPACE.' 150 BUILDING PAPER' .. INOuLAiwN PER, ASPHALT'. 21 WIND BLOCKS BETWEEN, CODE. SIMPSONN 42.6 ROOF up,O`NE E"' INSULATION PER . RAFTERS,TYP.j PER RAPIER, TYPICAL CODE,!.. TOP OF PLATE _ _ ✓ _' .. - __ TOP OF VLATB� --._. .. ,.6 ^ �•16 o.e.: IXCAWA MOLDINI; Ina CEILING JOI 1/v Gypsum ON 9 •16 ' .7 FIRING 0 16•ox Ix SOFFIT W/VET Y MASTER W.I.C,#2 Ix FaiEse, In'GrPau tXa ^ FIRwGq Is•o BEDROOM INauwnoN PER CODE a ' M.BATH#1 LAUNDRY. 13 Da1st a JOISTS 1/2•CL)X,SHE v e 71I / ADVANTEGI PLYWD.. UNDER PARALLEL Irt"•DENBnferlOR•Gwe AwwTE4+PL D: �+ I •LvL NO. REVISION DATE V WWLR.GLUED 6 NAILED, PARTITIONS, VAPOR BARRIER - ... 7� aUBPLR.GLUED NAILED LIN IO -I TYPICAL OLD I+Lom TYPICAL P TITION9(TYP.)- BSUBPLFLOOR RR' :._ _ (TYP.Y. ., T1'VEIC HOU9F1dRAP ausM.R...: 0 COPYRIGHT. TOP QPLATE — — SIDING(SEE ELEVS.) TOP oP W.AT!-— T — - NORTHSIDE HEREBY EXPRESSLY WAVES ITS _ — — — — —,— _ COMMON LAW COPYRIGHT: II 76•T-1 PLOOR II T6"TJI PLOOR THESE PLANS ARE NOT 70 BE REPRDDUCFO, BISI1lAT10N P'6! CHANGED OR COPIED IN ANY FORM ON JOISr's W O.G.. CODE li•O.L. MANNER WHATSOEVER WITHOUT FIRST 9-I 4i n9 I/4°LVL - OBTAININGTHEEXPRESSWRITTEN CONTINuoup HDR; PROVIDE I LATER BY3• FBI, PERMISSION AND CONSENT Of NOIETHSIDE TYPE"x•FIRECODE GWB ' FI w` ENTIRE GARAGE 6 CEILING; w - DfSIGN ASSOCIATES 2-216 PT.SILL•. .. .. 2-2i16 P.T.SILL GARAGE; W/BILL 52ALM; 2I _ GE kU 811.E BEALeRa - `v EPY .. PITCH SLAB 16'PER R-6B TOP/ PI + II-E16 TOP BU IIDER:; PovY TOWARDS tDDOR' BOrral 1 BOTTOM TYP.: .. pTi Wm W2."D(W2A. TOP 1�SLAB; . TTOP V3 OP SLAB; TO 1/5 DI'vT.COMPACTED PILL, 6"COMPACTED PILL . : 4•CONC.SLAB 0N9 - .. 10 MIL,VAPOR RET,ARDER', 41 CONC.SLAB ON DESIGNER: .. .. . 10 MB,VAPOR RETARDER' NOR'I"HSID DESIGN BUILDING. SECTION BUfLDING SECTION ASSOCIATES C I D D14TINi:IIVE RESIDFNTIAI&O)MMFROAl0E61GN 141 MAIN STREET•YARM.0.rHPORT•MA 07675 (SOW 362Q110 (568)361-M2 TYPICAL EXTERICRZi - . WALL CONSTRUCTION. . NOATHSIDEDFSIGN.cOM - nwtltticlAl6><«nmALneS STRUCTURALENGINEERii 1 COORD.DIM. ALUMINUM FLASNIN6 6•APRON THICKEN TO a'' - DOOR LOCATION: ASPHALT ROOF 8HIN6L.L9'. •DOOR $PINING. 1XIO P.T.LEDGER, EXISTING " TAYLO R .. GARAGE ODOR; wn)%-VIA:. DESIGN LLC 2'-o' - LAG.BOLTS 16,O.C.- - . - •CDx s51EATHING / STAMP: I nl 51k• (. I"CLEAR AIR MIN,): - ANL� \.2912 ••.��✓// _ - .. ANCHORS•9'-0!•: 2XI2 FLOOR JOISTS t6'o.c. WRAFT D.C.MAX..:" 210 P.T.DECK W6X6 W2AXW2A JOIST,12•ox" '—^ ICE AND WATER BARRIER MEMBRANE - TOP 1/a OF SLAB: CARRY UP 3'-T FROM SAVE; .. I AL.DRIP 4 WA /• - • OVER)cE 6 WATeR_EiaRRieR PROJECT . GALVANIZED JOIST. 1l TYPICAL -q?•.!. HANGERS ALLIMIN.GUTTER` PROPOSED ART IVIcCARTHY A' — INSULATION PER CODE: Ke,WAT; - RESIDENCE I II I I caRn-veNT siiFlP vEMT. . I dN 0,18 Y 9TR PP NG o WPOACaTeR 70 EEL RIVER ROAD I OSTERVILLE,MA', BED MOLDING' r I SII'IP160N H2.6 CLIP ONEi' a.a6REB,ARs, CON'T :0 , \\\ \, _ I I I 1 Ix PRIEIE..' .. PEIi RAFfEJt, TYPIClU..:. .. v Cot,P.FILL-- \`!\\':F"�''`�,1 '���`�� ®TIFDPI WAl L, I TITLE BUILDING SECTIONS. 10 SCALE 1-lit" ('-0" SCALE:144"- AAE�ON DETAIL, " 1 6, �1T7PIGAL DEG1��.€��R, 0 1 z 4 a FOR CONSTRUCTION Fr PROJECT#; SHEET 18-04 A.5 DATE:. a 10/3/18 Iv i t ' a - GENERAL NOTES' 1.ALL EXTERIOR WALLS SHALL BE 2X6-0 16i,D.C.UNLESS OTHERWISE NOTED,: RAFTER•161 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O C UNLESS OTHERWISE NOTED.; 2i6 VOL TOP PLATE,' i r`` 3..CONTRACTOR SHALL VERIFY P ALL WINDOW ROUGH OPENINGRAPTffkS • •i 1 OBI.TOP PIATE4 'PRIOR TO ORDERING WINDOWS . i I 4.CONTRACTOR SMALL VERIFY TOP PLATE ' •�-�. 1 I ALL DIMENSIONS PRIORTO L•I CONSTRUCTION!CONTRACTOR " �\ \` •T� ASSUMES RESPONSIBILITY R ANY MISSING ORINCOR RE it STUDS 6 IG'O.C:: \ •i 01MENSI6NS NOTBROUGNT TO R�� \ I•i THE ATTENTION OF THE RAFTER TO PLATE CONNECTION PULL.' eru lure UPLIFT OTRAP ^� i DBL BR1 PLATE; REVISIONS N.T.S. grup , 1 CJASCALE: &LL WW ANCHOR BOLTS•SO O.C. MIN.T E1'16EDMeNT' _ RIM JOIST' w/B'i941/4'P417E WASHER; \ :. BEAM AND' TYP. it�.,, .••.. GA-A.ANCHORS , `ma`s... LOOK-0IS", STRAP ., la D LBTA.•EACH"RAPTEEi' w`" .` Ode.6T11:'PUTE , , a`- a-4 y SILL I LATif. NO. REVISION DATE RIDGE BEAM WRTHSIOE HEREBY WRIMLY RSERVES ITS D COPYRIGHT ' 1/2'CWE.SHEATHING �a° COMMON U,WCOPYRIUHr A�. _ SILL PLATE TO TOP PLA7E " _ I� THESE PIANS ARE NOT TO BE REPRODVCEO, _ `�' £ - ".SEE NAILING 9CHIL°lr1LE.: a• CHANGED OR COPIED NANY FORM OR MANNERWHATSOEVERWITHOJTFIRST ARE Nor OBTAINING THE EXPRESS WRITTEN' RR/O aw ,WO1 COLLAR - SIW AWHOR BOLTS 096'D.C. ?EPMISS WN ANOCONEENf Of NDH'TNSi[)E ll.... \� TICS OF NOMINAL kb OR MIN.7''EMWXMENT �[DESIGN A-P TED TE5 • W TH R THIRD OF � w/91410/4'PLATE WASHER: . . THe ATTIC SPPACe AND .. ATTAC4ZO TO RAFTEFO, - U (g) BUILDER: "ON (S),IOD NAILS• - STUDS AND.HEADERS D SILL TO.PLATE CONNECTION W/SHEATHINGI. SCALE:N T.S:, SCALE N.T.S, R RIDOE BAND STRAP v SCALE N T.S, ,. DESIGNER( NORTHSIDG DESIGN IRASSOCIATES JOINT DESCRIPTION: durom OP NUMBER OF NAIL SPACING 4iMNNSi9eE•YAgMR THVORi•MAOiE)E COMMON"Le LWX NAILS (SO61 l811)t0 IS081 fU1AB0] ROOF FRAMING N.xoxrnSloEOEec Gan gaNJtlgl®cam u.ngl it OxkiG To RAPTM(TOe NAILED) - 2-0d-. 2-Idd BACH END: e q RIM BOARD'TO RAFTER(END NAILED 2-N6; B-16d CJ•f61 END:. I/a GDX SHEATHING I H STRUCTURAL ENGINEER: ':. N�pU pq� ', . .. ... ... - ''"• 1 ULTIPLE,OPErIIE�JG,8" WALL FRAMING p TAYLOR: TOP PLATM AT INTERSEG'TICNS(PACE NAILED); A-Ibd, 0-16d AT Jaws DESIGN LLC STUD 70 9TU0(PACs NAILED) 2-16d 2-IW 2'O,C, - - HEAD"TO WADER(PACE-NAILED),' 16d. Ifd zq OZ.ALoN4 eDc® FLOOR FRAMING NAIL m C41iMON 7 rNGHB ! 2 i6d aQMrr NAI O B D.C.:. O K TUD' - "STAMP: JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED): 4-Ed.. ... A-IGd PER JOIST. - Ilb 8 O..: 911'PP•JON': ' BLOCKING TO JOIST(1Y*e NAILED) 2 m: 2-10d EACH END Vfi'173"- BLOCKING TO BILL OR TOP PLATE(TOE NAILED) 9-lid 4-16d LIZA BLOCK . Z- BO�L79 NAIL TOP P�,TE r w/9�i;'PIATE WA9MER9 TO Ef7M.OF HDR:. LEDGER STRIP TO BEAM OR OIRDER(PACE NAILED): 9-16A'; 4-Ibd EACH JOIST 2 ROWS,O NAIL., - JOIST ON LeOGM TO BPAM(TOe NAILED). 9-5d B-Iod PER JOIST B B.O.C. BAND.IOIST TO JOIST(CND NAILED) e-18d� 4-16d PER JOIST BAND.JOIST TO BILL OR TOP PLATE(TOE NAILED):. 2-N,Q! e-16d PER FOOT OPENING,' - II ROOF SHEATHING FOUND ATION 1aN ii l I PROTECT::.. .. ,. i -irgoc STRUCTURAL PANELS: ... ,. ... �. .... . .. - : , . II � �•�, � PROPOSED I RAFTERS OR TRUSSES SPACED UP TO 16'"O.C. m' •"'i'lOd IV 6' 1 .EDGFJ P[LD RAP'TeRB ILL TRu3see SPACED OVER�'0.C.; Bd ioq ,'EDGE(6'FIELD �.�..� ART McCARTHY "Me ENDWALL RAKE OR RAKE TRUBB w/d GABLE OdeRHANG Bel. IOd "61 EDGZ%-FIELD RESIDENCE GAE�WR JA"RAKE OR RMB TRUSS w/STMICTUWAI. Ed: IOd 6'BOGE/6°FIELD O�BL � 70 EEL RIVER ROAD GABLE DOWALL RAKE OR RAKE TRU39'W/LOOKOUT SL.000B Od; IOd 4'ED6le/1"FIELD OSTERVILLE,MA:; CEILING SHEATHING GYPSUM WALLBOARD ad.COOLERS -.. "T'EDGQ/IW FIELD TITLE: .. . WALL SHEATHING TIE DOWN NOOD STRUCTURAL PANELS :. . STUDS SPICED UP ro 2A'OC. m' lod 6•EDG",FIELD - - 'NARROW WALL BRACIN.G':. CORNER.STUD HOLD DOWN` _ _DETA ILS AV AND W FIBERBOARD PANCEA Ed _ B'E xwo.,FIELD SCALE:.N.T.S. - SCALE:N.T.S.. SCALE:i 4^=1'-0^ A'GYP01R'1 NALLBOARD. Sd COOLPJt9 T CDGWI'FIELD FLOOR SHEATHING 0 .1 2 4 8 HOOD STRUCTURAL PANELS .. 1' ad ED�B�'Aew FOR CONSTRUCTION PROJECTc. SHEET GREATER THAN I. IOd 16d 61 MGM*-FIELD is-o4 A.6 DATE:, .. ..... 10/3/18 GENERAL NOTES; 1.ALL EXTERIOR WALLS SHALL BE v6 616"O.C.UNLESS OTHERWISE NOTED:, 2.ALL INTERIOR WALLS SHALL q • BE 2X4 616"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 b,_ ANY MISSING OR INCORRECT Eye DOPneri), DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE.` DESIGNER. REVISIONS! 71, I I. is pr ......: .. .. :,,.... II I NO. REVISION DATE NORTHSIDE HEREBY F7(PRESSIY RSERVES R'S _ COMMON tAW COPYRIGHT. N o - THISE PIANS ARE NOT TO BE REPRODUCED, 1q • I CHANGED OR COPIED WHATSOEVER I WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERSIGN AS, MISSION AND CONSENT Of NORTHSIDE DE T OBL.S D DN T' 2-I 9Y.9_1�-_ uNDeR BUILDER: 2XI0 9•IL'o.e. I \' DN. CPU IP .c. \ - DESIGNER: k 041 NbRTHS m 2 19' 16• w DESIGN P a — — JI ASSOCIATES w 1 91 II / DISTINCTME RESIDENTIAL 6 COMMERCIAL DESIGN - IO RA i16'oc 141 MAIN STREET•YARMOUrHMITT'MA 02675 ' .. IDS E i I6•o.G / o \ ''r ,/� � .IgGe)3633210 (508I.�ff39803 I YI 11 � L �Y i/ � • �/ � ` � NORfNSI0EDE51GN COM JT n W /N \' //' • \ STRUCTURAL ENGINEER:. 1 4'X 1/4 I 41X V4 _� \. �� { -; TAYLOR' 4 / �i •P09T• �Det. _ DESIGN LLC •DN. DN' • �` v �t POST DBL.STUD POST.. �POSIT DESL.8TUD. POST. DN. POCKETS ON. ON. POCKETS Ikl. p < PROJECT: PROPOSED 7YPIGAL LVL/GLULAII BQL7ING/NAILING o MUL71 13/4R HE:AMS, Al _ . �,a ART McCARTHY �- — — g, RESIDENCE b \\ 70 EEL RIVER ROAD: �2 PIECES D-4' 2 ROWS Of ILO NAILS 1 12'O.C, I I-, OSTERVILLE,M.A. �• o . I" TITLE: .. ROOF FRAMING PLAN.a PIECESM12' _0 2 POW9 eP Or DIAM BOLTS•12c O.C. F AMINGSCALE.14"=1'-0'"T" ABOVE 1'WN RODP �� ROOF FRAMING PLAN 0 1 2 4 8 FOR CONSTRUCTION PROJECT III: SHEET q 1$-04 A. DATEi 10/3/18 rr s� •� � � S'z.��� ''�° a r'��:."�°'" a -BE 2x6�qt6"O.C.UNLESS .' * * OTHERWISE NOTED.. 41, .2.ALL INTERIOR WALLS SHALL • ',. S,+ ""'� - v \:\ M 3'r' •,a+�,14er 4 w.,a.a+-',!' 'T �» `T�,.r a'?,! .t _ `':BE 2x4Q16"OC.UNLESS OTHERWISE .NOTED.- :;., c a m ) 3.CONTRACTOR SHALL V y' ,s.,. skr5 ^�.. 16.. / �.p• �v ./ ' s -. �3 '"�w„p, r P'+ I - ALL WINDOW ROUGH OPENINGS �:oO �/ b' r M1 s ,. s a M1 mJ'�ra.v- :i ,•.,,.,,,. a°'' ',,,'4a^"a1`k PRIOR�TO ORDERINNG WINDOWS. pW ' � 4.CONTRACTOR SHALL VERIFY 5G % �'- r{ '' 'r � r s •: �. �' r „ryf"' + - " ALL DIMENSIONS PRIOR TO ,15,_pu CONSTRUCTION.CONTRACTOR NEW-ADDIT(ON)-. --------'---- ---------------- -- TY•FOR- - ASS - o. LIMES IS SING OR INCORRECT } M1 :3:y 1r ING) II_2u Ik2 fi 9h-,72 ' ,* DIMENSIONS E'NSION G O T BROUGHT T 21068 Y •:o-B6. �` w 4 x .i*,v �.+.i a;, .. T AT OF THE H Is, CL + DESIGNER. .- _ -.. ..._...-.. _. .- -----...._ -- _•. A - - - - SEAT wi_;_... ———— -'- m ;' 4 , c ------ .--- - '. r' ~ - -- `I 1 TO ?. S PEGS ABV: C1 I y p ! t '� '� _ .—:...— ,. ! sia` d l ,,... ON. I - -.BR PROPOSED 2568 , I u PANTRY �Y ''�""'y``,C'FNM3166 Y� FWH FWH316B' B7. , I 6r -D° v REVISION DATE . v `?♦ L—————————— 3'0`C.O.. 4�46 DHP W8:11 TW1446 k4' k,ifND44B Wa , I NO. wN�t9'2° ® COPYRIGHT ' i I aB 2 CAB $ -§�'R' BevN.CN SEAT'y_ 1 ;=r 4-r- r }„� r NORTHSIDE HEREBY EXPRESSLY - _ CAB X '.�'✓ ,, J } `'" ( ^r' }I`ft• I I I RESERVE COP -SIYRIGHT. COMMON LAW PROPS D BA 6C2UE E t Ig "air"I I €IBE i- EN: I S THESE PLANS ARE NOT TO R aI _ ,y KIT c�. o- REPRODUCED,CHANGED OR o —T.r-———————I T-— Y`°` "1 a i s �� 5 ii I = I 1 0 COPIED IN ANY FORM OR MANNER ' "��' " k�� a WHATSOEVER WITHOUT FIRST KI OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. -i� PROPOSED DINING o ry- -- ------ �rvr AREA AREA -B- UILDER: .. , -- REF - O -AN61 'k 'F 13R iY F ' ��Y - L Ov — �:+ I p aka s s o DESIGNER: NORTH ESIGN— wu,ta'z SHOWER I' aw 1- —( — 1- D FWH316B 68 FVJH316B ASSOCIATES -. ..DN.- .p. N0415 }4' G, " C Z kv I DISDNCENE RESIDENTIAL&COMMERCIAL DESIGN -P�R4 4 OPO "- { .EH„ 1 ✓ra,'!•I ?3 EW.'�'' g i1��R�>�. �"#C'�sIjY?��v II°a. - I I _I II I MA 0 26753/ 3068 RT y PROPOSED (508)362-2210 (SW)362-980 14—O" PROPOSED FOYER yL NORTHSIDEDESIGN.COM DEN NORTNSIDEI000MCAST.NET n ul uI I V T u 9 STRUCTURAL ENGINEER: " PROPOSED _ 1 0 PATIOm Q I I "I 0 _ Ys - f1 it WH,t9'2 TAYLOR -lyy�ggg DHP 646-' 7W1648 - 0( N DESIGN LLC �t - STAMP: TAQm INSULi4TED 6,.-4, l 1 74' A.9 PROPOSED - 1 ,i 5 PROJECT PORCH �� ' # PROPOSED .. t2° DIAM CUSTOM ,L. I �� ' ! I•,p �.' • COLUMN, BASE t CAP W/6"x6" P.T. POSTS7 N. ' ® . $, z ,, ,, „� ART McCARTHY ® ® . u RESIDENCE 70 EEL RIVER ROAD B i es { r ' OSTERVILLE.MA.. A.9 n y - 2 O 24y_0u i I4 D° TITLE FIRST FLOOR (EXI TING) � �? PLAN ' -� HALL KEY (yq n mx{sv 1/8"=1,_0 SCALE: " Il FIRST FLOOR PLAN PROPosEp AF P . �� EXISTING WALLS }g` "' - �__ � WALLS TO BE REI'10VED.. FLOOR LIVING 2437t SFJ SECOND FLOOR LIVING 2392-",SF ® PROPOSED WALLS PROJECT#: SHEET SECPs 46291SF TOTAL LIVING AREA s 18-04 A.2 1246$F d L�a9/ PORCH � � sF, f O R CONSTRUCTION . DATE: OF PATIO 6603 SF ., 10/3/18 1 Q TOTAL AREA " �� �� �J s ' 7 =7 ENERALI.IkO xk ;Wl 4 (GENERAL NOTES MwIll (34-0 0. ST,-0. NG) Z7 24'-0' GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL 10 8-2' 51-0 3.-3 '. OTHERWISE NOTED. 4 UNLESS ' , l-,-_ "I 7 2'-W 2.ALL INTERIOR WALLS SHALL BE 2.x4 @ 16"D.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WNDOW ROUGH OPENINGS PRIOR TO ORDERING WNDOWS. p. A. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT ROPH,AQ DIMENSIONS NOT BROUGHT TO T THE ATTENTION OF THE BA DESIGNER. "'x _j PROPOSED BEDROOM#2 sEAr PR ff A_ Ago 5 S NO. REVISION DATE 'z COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT, , THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR DN. COPIED IN ANY FORM OR MANNER j 14R WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. 05/4 BUILDER: 7'-7- POSED I Al DESIGNER: VA. L U ran x 2 NORTHSEDE f 'Al - I POSED DFISIGN BEDROOM ASSOCIATES PROPOSED -BATH#2 CAL DEIGN It MAIN 2668 STREET•YARNIOLIMPOU-MA 02675 -91102(SG8)362 NORTHSIDE "N MIGN.CON, 4. NORTHSIDE @COMCAST.NET TVV2842 6 1u 4'TYY2B02t 21 STRUCTURAL IRAL ENGINEER: .VA TAYLOR DESIGN LLC V A ,I Mg STAMP: 41 X 2 kl'l 01i t B0.1 0.. ta�l MR biil4�om'21-o- 34' 11.k (DUSTING) ECT: f q v."' asW PROPOSED ART MCCARTHY nN RESIDENCE 70 EEL RIVER ROAD OSTERVILLE,MA. FOR -CONSTRUCri ONSEC0-N-D-F PLAN TITLE AREA PROPOSED SECOND FLOOR] EXISTINGAREA T, A E8LL_ KEY FIRST FLOOR LIVING PLAN ECOND FLOOR LIVING 2437 SF FIRST FLOOR LIVING,, EXISTING WALLS 2392 SF 1878 ,z -TOTAL LIVING SECOND FLOOR ;F c----- SCALE:1/8" .0 AREA 4829 SF -----3 WALLS TO BE REMOVED 827 S TOTAL LIVING 2705 SF GARAGE PROPOSED WALLS 4 8 1248 SF DECK 4 PORCH 240 SF SF PATIO AREA 3416 qF PROJECT#: SH� ,P ASSESSORS REF: "r i 4 Fn d Map 116 Parcel 092 ' P,O OSed Proposed ��� crk'� d%a •, _ x � sa�'S"����� �_� r P Proposed Septic Line Y :: Septic Line Wood 2% Pitch Min. Clean out 2% Pitch Min. Shed OVERLAY DISTRICT: `_ 1 +� . N F Exist r Virginia B Sweeny `— —` _.__ _._ Tree Lin ` r AP — Aquifer Protection District ,.. r 1391/24 �,% _.. -- Septic T�nk \ \ FB�6H / r Fnd N89'45, � . 220.00 _ K t . o PROVIDE DRYW,ELL ,�,� V / � R76F.-N PATIO' � �... �29J e \ V A \ � / " � :'� I RUNOFF (TYP.) - -- \ I �' ZONE. . R \ Lawn r «.o A \ RF1 (RPOD) � � � y � S GIFiQ \ Approx Septic Qo \ As pir As-built 1 Area (min.) 87,120 SF Card �BOH) ` Fron to e (min) 20 LOCATION MAP. , Width (min) 125 Setbacks: Scale: 1" = 2000'f Na \�'i Front 30 5, _________________ {:. Side 1 I ___-W__--- ---- ___--__-__�� 77 __. _____ Rear 15 Z ) 120 :EXISTING _ O 15.63' i �! GARAGE ----- Q�Q \ 0 0 I 1: Zones AE(12), X(0.2%), & X �- \ Community / Panel ____T---^__._,___ _ Qo50 1 \ #25001 C 0757 J - \ \ J July 16, 2014 13 ` DIRECTIONS: / 100' y M. From Hyannis — Take Route 28 into Osterville; At the SEO S �� lights by White Hen Pantry take a left onto Osterville Pao( PR ON �� Q P�QP c� West Barnstable Road and follow to the end, Take a left 11 C BOGM, G ` v o i \ ~?s onto Main Street; Take a right onto Parker Road; At & -)os YNLOIS PROPOSED ` � � ���4 ��' O�� ��� \ � \ o the stop sign take a right onto West Bay Road; Take EO DOUBLE FORK / j �,P �— �, + \ Lawn \ \, a left onto Eel River Road; Property is on the Stone OR 41 Bgtes W STA.KED yM/T ---�1, 1 ��Q4 �' \ 1 \ - _ .__ _— _ left 7U. Drive 4 I ' J S/ T F C/) R=9.7' �_ \ \ )CB1DFt76,, cp 0 ... — Stogy o •r •.1e�r • . NG Fn t, _ ors '' �' •'`�'•:: � /� PROPOSED ; \ .� � < ;.#3 1... BUFFER ZONE i "u) �11 ............:. .'' ......: ..'... �: ..:.' _.'.'_.'. ....>�....`:'� �'.'� .' .. INVASIVE SPECIE .... ... :b.:...... T -5 :.'.'.'.'.'..'.. . :�.. �... `.. `. . CONTROL ♦ _ O ... ' 4. \ \� 6� ` ........ ...... r ... .. ... :-'...... rq ..'.'.'....'.'.'.'.'.'.'.'..' .................'.'.'.. ....'.'.'.... �.'.'.'. '..'.�'. ... '�o� _ CALCULATIONS .�'.'.'.'. :.�'.'.': '.' ... \< 0-50' 50-100' �:...'..'.'.'.' .................'..'.'.'.'.'.'.'.'.'.'.'.'...'.'.'.. \ ........ .,,.'. ......................................... .'.............'.......'.'. ........ ....�...''� .... �N � .......•.•.•.'.'.'..'.......................:...... ................................... >.\...`.:�...�..:�':'.�� �� -� \ Existing Wood -889 S.F. -210 S.F. ......................................... .. \: �. '...o.. �\\ \ Deck & W :.....'' ..... \ \ elkways .. ... �.'.'.\.'.'.'. .i .................................. .. '.•.•.•.•.•.'.'.•.'.•.'.'.•.'.'.'.'.'.'.•.. .. i\''�\'' ''`�. .`z �� �� \ , Proposed Garage 221 S.F. 1,390 S.F. ..... i ............................... Wetland dtac'�e'•'C•i�e.......'.'.' �. .•':.• ':�\'�;•�` .. �\ / ...'....'................. As ged.By.............. \ . . �.. .\.' Proposed Drive 551 S.F. 50 S.F. . �'.'.'. ... ... ...' ...................... Brad Hall 1�jr3.4'.'.'.'.'.'.'.'.'..'.'..'.'.'.. '• �'•'`•''�: �\ ` & Walkways ............... \ ................... .....�. �....e. \50' :.'. .'.'.`: .';...�, �� �� Proposed 0 S.F. 210 S.F. .. ^...,\...�... .�.... \ \ Addition s \FEMA �`, sue '• Proposed Porch & 452 S.F. 1,5 79 S.F. E_ T. A s�Sh o wn 'Oia:F7RAq ....'.'.'.'.'.'.'.'... .. ...'....'. \ P �- L \.'.'.�'.'.' �'.'. Patio 335 S.F. 3,0 19 S.F. I` '.'. �> a...�...>'.'' \ C.1 n ................... ... �. _ t o Required Mitigation 335 x 4 + 3,019 X 3 10,397 S.F. '�''�'' �' i o j �.... . :....\� i wsi � \ .. \ \ o� 1 PROPOSED •'•'•'• ................. ..�. ..�.'. WETLAND REVISION: Add Septic Line and A rox. Water line Location 9/12119 INVASIVE SPECIES "•;•: \•'•:•�• REVISION: Update Site Conditions 12117118 5,700 SA& REVISION: Update Project Footprints 04/03 18 ..... TITLE. Site Plan PREPARED BY. PREPARED FOR: NOTES: r 1) The property line information shown was compiled from Proposed Improvements En eerieD& available record information. _ p p & b CapeSury 2) The topographic information was obtained from an on the z At Su 11iVan Cunwlting,Inc 7 Parker Road Art McCarthy ground survey performed on or between 191NOV12013 and (508)428-3344•seci®sullivanengin.com Osterville MA 02655 26/NOV/2018. �I 70 Eel River Road PO Box 659.7 Parker Road (508) 420-3994 (508) 420-3995 fax 3) The datum used for the contours is approximate Mean Sea Osterville MA 02655 copesurvOcapecod.net Level from the Town of Barnstable GIS Maps. 4) The datum used for the spot grade shots is NAVD 88, taken j www.sullivanengin.com by RTK GPS survey method C) Barnstable (Osterville) Mass. 5) Utility location is approximate, Dig safe and/or private utility Draft: JOD Field: MJD/WHK 20 0 10 20 40 80 locating company should be called prior to construction. ZL Equipment operator is responsible for maintaining utility marks. DATE: Scale: Review: Draft/Review: WHK/RRL May 12, 2014 1 —20 Project: 33035 Drawing # C331_5g 1 ex 1 C195 1 i i l I r'off"IV y , I I �o I I i 1 D j �PO� I i t'z I � I � M I I i I ` I ) `"" Ile k ffl ; I I I i I i ,i S;� '� ..i _...... 1-.-.--� .--•"._'-I-.'-... .,yam s ! i j �Zg N i I LC I� 162 Icz f t , I ' i I l I I t I 1 I SW Da Off � I I i I �•. j Ics•,3 s:'o � i I i l� 4)r d l ! 1 s�,4 4� 4-6 j I �YSS ' l I iII i 5.7 S.5- YV 40 j I � R'1 ' ! ' iYb •�3' j ', �. � I1 i (o I Wcrre 8 I ,� --vim•- I i I �� t 1 AIL. o �D K�4 L 4MA Le Alt 1 i A. I Loi6 M Imo II'6$ Ir,as q► �►w ,S Mtl�i. I i �c i e �L• ILZe H' SaNrS �'-�TT'OM �'b'.b • � � i i I j I pD. , i ':, M -rA1j� i s so147 WA .. . i� �1-'1'1 I � I � i • Ey LDj P¢dFtL6 I �IiG+ 5 '7G I �a VIA.M z I�o StJ,Ir c_ j . I i Wit. ! 15Y"StMAA I-AYO0 too G � •► t i 51 1. v to A � r�` � Av eAt TYNI U-1 Revi - � I i o = � s� Ar�u.= >< 150�:- Gad� b '�. .•..�. `�' Use I5co 44L TA4iiC. 1990 l'6 sE f coup VIFOA101�s ' nEui�1 cl.. _ l r t � I , ! � ,r'1`�tt�� Q Ise. 5I Q►�4- � 45 SF � � 1 � �TTVM 4.rZ�A, 2�6IF ; I+ I•n 2gg bPb j I �wrU �►��� ¢� l 1/ ��"=(r{/YJ' e�V •CJf �N b� P,'TER f 'A. I 8ULLIVAN No. �9733 140 24n O t 1 i i I 1 I i I ! 1 8 V Z