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BP-4181rya _ Apponagartsett .. ! r � f : 2 W ai River: .. I LOCATION PLAN SCALE- r = 2130' LOT B 34..48' ; 53T2 nIf LOT C ., Town of Dartmouth Conkervation 3 Ln 100.00E 178.SS' r STAR OF THE s9 gQ, ONO 4Or xt_ 13�y r I L75.Q�' �j9.3V , 4%, 119.08' 80.90' 475.00' Ln w� TOWN OF DARTMOUTH RECORDPLANA .. A Copy Of This Endorsed Plan dust Be Kept On Site ri Cn During Construction Ln N Date a 19 S- FCC TICS %�xEt iNF Tt i SCALE: = :_ APPROVED BY DRAWN BY .'SFF RF? i}� DATE: g4 N. zsif s r;KAR t* DARN OUTH, r La ,. KENNETH €R. FERREIRA ENGINEERING, INC, NLtM9E11 [DRAWING 72 SE 86 . 46 FOSTEP, STREET, NEW EDFORD„'MA 02'74I _ 2 - MASTER RNI; 1A E O f FACzE R F14 S N 19H [4!1 tET2 �E NQ Q , FOUNDATION NOTES ALL ELEVATIONS ARE BASED ON ELEVATIONS SWOWN ON SEWAGE DISPOSAL PLAN. ACCESS HOLES FOR WATER, SEWER AND OTHER UTILITIES TO BE COORDINATED. PROVIDE ANCHOR BOLTS If FROM EACW END AND 61-O" O.G. ACTUAL FINISH GRADE TO BE DETERMINED ON SITE. �P�CI�L NOTE= ALL W OPENINGS 614ALL BE LEFT OPEN OR SHALL BE EQUIPPED WlITH SCREENS OR LOUVERS TWAT PERMIT THE AUTOMATIC ENTRY AND EXIT OF FI' pODWATERS. T14E BOTTOM OF ALL M OPENINGS SHALL BE NO HIGHER THAN ONE FOOT ABOVE THE FINISHED GRADE. DATED 10/1194. $ EWCLOSM KREk ©F p4S�tfjE f�'(' r 2 $ T �. MiIIL ARt/t OIF 0MQiII,*s REQui1q,�D = 2$ IN 20.t Ft AREA MoViDC©= 1 @ 3,0' t( &. (o7' -1- 9 e 2,11 x 1, 0l $2,, `r-T 2 90'-0" ■ C 24 -0 13,�N 11 Ib Is— COVEREDENTRY r--- - - - - -- ----- _ I o i a d ap L] ® 61 0 a 1 1 TOP OF FOUNDATION WALL •w1 ELEv. LIU UNLE55 NOTED) 'I ._ J. _ SEE SITE PLAN FOR I FINAL GRADE • I 0 -..�.. I, 10' CONCRETE j,' FOUNDATION WALL (UNLESS NOTED) f' TOP OF SLAB ELEV, 55 UNLESS NOTED) 10'X24" CONCRETE SEC iO a T- U FOUNDATION WALL WNNLES NOTED) PICA ! INLESS NOTED a , --- - - - - ------------------- ------- - - -- _ a _ 0 ► e !� n r I ►p I (#)OPENING-(#jOPE1y ------ � -$tr-------------------------------- ----- 3 (o 1 D 1 � ont= i1�NG �I , p i • I I i ). I D 1 i ( wy3-2'110 4ZKOEiL(xsm) 1 p i LU a- I p 4 CONCRETE FLOOR SLABUJIT14 6ML p 1 j O OVER 3 4POLY VAPOR BARRIER I D° i O / STONE BASE I i p ( i p O Q TOP OF SLAB EL = 5'-6" O y 1 1O CONCRETE FOUNDATiD WALL v A D LL O � i p° � O i ► ( TOP OF WALL EL " 13'-0' X CA � 1 _� I ►► I '. � Ct3 i p I o 1 D 10"X24" CONCRETE FOOTIN KEYED) . TOP OF FOOTING EL ■ 5' 2' i p ► 4' CONCRETE FLOOR SLAB ( 11 ■ p 4 -0 p WITH 6ML POLY VAPOR BARRIER 3.1 1��11 T'-b° -b■ i-6" 3'-9" I OVER COMPACTED GRAVEL i p I (3}2X12 WOOD TOP OF SLAB EL=13'-8' 1 SUPPORT BEAM ►° ----- 1----i I----i BEAM POCKET r i 1 e 1 I----t I----, I----, 2-b x1.0 1 p i i i E t I - - - - - - _(t) OPENING I Be CONCRETE I I �_ ■®=`_ _ 1 p tT T FOUNDATION WALL i �' 1 1 I ----I I----1 1 p �--- - - - - -- --------- ----- � M__._ , TOP OF WALL EL = I I 24"X24' CONCRETE BEAM POCKET } 13-4 LU I 1 PIER p 1 ( ►► i 10" CONCRETE FOUNDATION WALL p 23'-0" vLU NSF i° I y I D 1 Oy TOP OF WALL EL■13-0 1 ► 1 z DWC I ► I �Lv ! ED 1 1 ® ■ t0'X24" CONCRETE FOOTING KEYED)I p i it > 1 D � � >z ut D X u 36 x f- i 36 , ■ O p D i 1 I N CONCRETE COLUMN TOP OF FOOTING: EL. • 5 -Z 1 D u IL u I I 1 ► I FOOTING (TYPa I ► i _ 8'Xi6' CONCRETE I FOOTING OBEYED) i ► i 24 R 4' ':ONCRETE ° ► 1 3-1/2" CONCRETE FILLED 1 ► 1 Y COLUMN (TYPJ BEAM BOTTOM OF FOOTING I L_ - � I D BEAM LALLI = EL ■ 4'-0" BELOW GRADE i I i p 1 POCKET i - - - = i I- - - 1 I - - - - i i - - - - i POCKET I p T -Y =lw_� — _ _ D '� � I 1 0 1 i - _=® ==s= _®_ ----_ .p -__ - ►° ( I Ill i I I I I- __---i'._ --1=_- an � I i- --I I ----I i----I I_ I ) ►p i � ; 28'-O" j 5'$' 4'-9' 10'-0" 1:31-411 4 -8� (OM12 WOOD p 1 ?3'-0" SUPPORT BEAM I ► i 15'-0■ Y --------- - - - - -------------- - - - - -- �( .' lSoOe�� I _ 1Ifi- '-DOUBLEFLOOR I °p t o o - n. e o .o o /ti�> 4'$° -1l- JOISTS ABOVE t - - - - ------ II-------�--- x----- ------ r' 3'-0" OO I o o Q s Q e 4---- - -- a s I I I it o e o -o V-) OPENING I I I N I_ F - - - - - - - - ------------- 1 i STEP FOOTING I ► i IIi itlf BEAM BEAM tlif- - �'�■�■- - - - - - - EI= _ _ _ _ _ 1 :$ IIII POCKET POCKET oil - tj p p t I t 2X10 P T, WOOD-Ii 1 I Itl - (0 OPENING p 1 1 �► I i --- i I----i III i----i I-- -i i----i I----i I --lift -i nil o E �I= iPF'O�TBEAMTWO CAR -GARAGE, fill II = _ __ I I 111 I I 1 -iiH- I v I I -111P � 4 I I 1 I IIII 1 1 D 1 4' CONCRETE FLOOR SLAB i BEAM I I i I I i 1 I w - I 1 Ujl 1 2xa FLOOR JOISTS 1 I - - - - _ _ _ _ _ _ _ = = _ �It1= AI [' 1-- -1 I--- I Iln 1 , Ini IT16 O.C. I' I 1 ( WITH 6ML POLY VAPOR,BARRIER- I I POCKET - I _ _ _ _ I I _ - _ _ I 'I � ®(_'_ ' I----1 Itil ------------ ( 1, tb X6 W.W.M. 1 ► 1 I -- 1 I----i 1_ Jill_� 1 ' t Q x OVER COMPACTED GRAVEL 1 I - ?-2XI2 WOOD Itll IIII I, p ° 61= _ _ _ �' V = _ IIII 1' z TOP OF SLAB EL = iII- B" +/- IIIF M2Xi2 WOOD All -- - 1 a Q X 1 , ( UPPORT BEAM p I 1 11tF nn SUPPORT BEAM - 4 f' IIII II p -v I22,_6■ i IIII fill `° t ►p:____ ______ - 41. ' - I i - =11tF IIII 11 1 I - I I. 1 � � b-0 ■ 6'-3' IUI II'-0■ III! r It'-5" L D 1=�____� �1 1 1 _ _ I I n I 8 CONCRETE I ►r. 1 _o IIII I I IIII t I D ��___ ______________ 41 • I �i I I i ► I 2X10�P T. DECK JOISTS it FOUNDATION WALL "' 1 I � 4 CONCRETE FLOOR SLAB - _ WITW 6ML POLY VAPOR BARRIER v 1 1 el 1 1 LI_ _ _ _ -9 11r �� _ _ IIII ► 1 TOP OF WALL EL" D z - - fill ------___=__ 1 I 13'-O• O I OVER 3/4 STONE BASE I II I i fill 1 1 ►p i 1 - - - - - Ilfl= �I _ _ n - t I—, I 11 ® TOP OF SLAB EL ■ V-6' I IIII _ I 1 _ IIIILI_-= - - - - - - - - Ilil II 4 °► ( 1 °' ! I 0 I O 0 18' CONCRET PIER2^K'ET�,' il /2Xi2 FLOOR JOISTS Itlf I - - -" _ _ _ _ _ _ _ _ _ _ _IItF W/ BEAM PO g 16 O.C. —� 8'X16" CONCRETE I I I `zl` I ziIIII o - ► u� �.�n- D FOOTING (KEYED) 1 ► I I i I i ♦ -�1 fill _ L BOTTOM OF FOOTING i 1 I ►! m l (2�DW SUPPORT / ♦ '`1 1 Iln `r 3'-0', D ° I 1 = e = _ _ 1 EL. • 4 -0 BELOW GRADE I D I i ;J O � i HEADER ABOVE , /fill ' ► i I pB ll o� I IL " / ' ♦ fin2'-6 xI-0 , i-6'xI'-o"BEAM iffl l)-------------------- �---��LDLE�1Nfs� rp / ♦ ° ♦ tO I \POCKET 2`-6"xl'-0" ►♦ _�.� P�PI� - Rill o o e o o - Q // __--__- ___ _----f�QPEN - k=== ,=11 r----------------- -I----♦ o e o o- 411 0 0 e o o �I_ - - 1 I i '* - - �-/ r - _ I • I p 1 STEP I I PROVIDE CONCRETE I ° I I ► I - - - - - - - - - - - - - - - - - p L- ---- - -- FOOTING: 1 I PADFORAOUCRENITS I p > i _- ---- 1 1 4' X 4r I° T. WOOD 6" X 6' P T. WOOD -------- - -- -- ------ If CONCRETE I D D i SUPPORT POST POST FSDOTING SUPPORT POST -- -- - - --- - I 1 ROUGH III p► WOOD STAIRS it p OPENING SiZED FOR I r A BILCO SiZE'B' I WITH 18' EXTENSION I �- - - - - ► i (TOP OF FOUNDATION 1 o i II WALL TO BE BeABOVE - - - - GRADE - MINIMUM) ■ 4-0■ �ZH ,tr Z'-IOi�i' 2'-10I/2r QF 101-01 1'-2" 31-O■ 31-0■ 5'_9■ 3'•O. 3-0 ■ ■ G 93,-0' 23 -3 � FREDERICK M. � LAW t�`6. � I •¢ 24405 � y FOUN[D TION F :t RE Ou R Z �V►VE RlN1Pv1ED V15 1 UM MR A / Tr � /+ � A 1 ram_ IF. .11 .) _ n EMENTS IN CONFORMITY WiTH SECTION 2102 . TWE STATE BUILDING CODE TUpNLY F Dr. Fredenck N1, Law- P.E. LDR. FRr�DERICK M. LAW, P,E, - STRUCRAL ENGINEE Structural Engineer (IO SWIFT ROAD, SOUTH DARTMOUTH, MA, 02148 Swift Road So. Dartmouth, Mass. 02748 MORMONISM ■I THESE PLkO ARE FOR Ti E CONSTRUCTION OF ONE BUILDING ONLY AND ARE NOT TO BE COPIED IN ANY FORM WITHOUT THE EXPRESS I-RITTEN PERMISSION OF CORNERSTONE ARCHITECrtRAL SERVICES, INC. ALTHOUGH A LOT A CARE HAS GONE INTO "41! PREPARATION OF THE DRAWINGS TO ENSURE THAT THEY ARE ERROR FREE, IT IS ?WE RESPONSIBILITY OF THE CONTRACTolt TO CHECK THE DRAWINGS FOR ERRORS OR OMISSIONS aND TO ADAPT THEM TO ANY SITE CONDITIONS, WRITTEN DISIN61ONS ALWAYS HAVE PRECEDENCE OVER SCALED Di1ENVONS. THE GENERAL CONTRACTOR SWALL NOT SCALE DRAWINGS FOR MEASUREM�TS, BUT SHALE VERIFY AT THE SITE ALL LEVEI-S AND MEASUREMENTS NWESSARY FOR COMPLETE FABRICATION, ASSEMBLY AAD INSTALLATION OF HIS OR HER WORK, MINOR DETAILS OF LAE WORK NOT SPECIFICALLY SHOWN ON THE DRAWINGS LL BE AWIERTAINED BY THE CONTRACTOR At THE SITE OF 1`-1E WORK, AND $WALL BE ACCOMPLISHED BY HIM Wm.I THE iNT*1r OF THIS PROJECT, REVISIONS N0. SATE BY CHANGE 1- i l'21 7 F. vt, L.. NEB! 3'-0" x (re ' OPS)t, A*DDE-D Z4L_L_.� < O Li z 0 W tY W 7 O(D O o r0n V l r �/ LL 63 BAND ARMY H 1 GHWAY i WFF SWANSEA, MASSACHUSETTS orm rr� TEL - (508)-619-2500 lit FAX - (5080619 2600 (ORMRSTONE SIGN EUILD SERVICES$ INC. HEET T11LE: FOUNDATION IS"0"1 O R PLAN M LAWN BZ. POTOCKI iECKED Y: RSANFORD >TONE P30JECT 91521 JE: 16 SEPTEMBER 1991 .ALE: V4' =11-O' ;AWING• IEET 3 OF S ��'ECIL NOTE= ALL (#) OPENINGS SHALL BE LEFT OPEN OR SMALLBE EQUIPPED WITPS THESE PLANS ARE FOR THE CONSTRUCTION OF ONE BULLDMG 'l SCREENS ONLY AND AR'n NOT TO BE COPIED IN ANY FORM WITHOUT THE OR LOUVERS THAT PERMIT THE AUTOMATIC ENTRY AND EXIT OF FLOODWATERS. EXPRESS WRWMq PERMISSION OF CORNERSTONE THE BOTTOM OF ALL (#) OPENINGS SHALL BE NO NIGHER THAN ONE FCpT TOP OF FOUNDATION WALL ARCHITECTURA- SERVICES, INC. ALTHOUGH A LOT A CARE HAS ABOVE THE FINISHED GRADE. KEv.13A UNLESS NOTED) GONE INTO TF ' REPARATION OF THE DRAWINGS TO ENSURE THAT THEY AR'o ERROR FREE, IT IS THE RESPONSIBILITY OF THE CONTRACTOR'0 CHECK THE DRAWINGS FOR ERRORS OR SEE SITE PLAN FOR OMISSIONS AN. TO ADAPT THEM TO ANY SITE CONpiTlpk6, E►3CLOW0 KAEN ®F %AS�I`AE O ® 2S j SCALED DIMENNONS.WRITTEN DIMENNON6 aLWAY6 HAVE PRECEDENCE OVER -I I-- FINAL GRADE MIA. mZEA. OF omolt*s =2f5bo Ill 20.0 F } 2 ARJ`A r-K- IVEt? = fi 3.O�X�o.(o7' 1 "J °C 2►5'X)�D1 = 42.5 F z %. I t I THE GENERAL CONTRACTOR SHALL NOT SCALE DRAWINGS FOR MEASUREMENT1, BUT SHALL VERIFY AT THE SITE ALL LEVELS 10' CONCRETE AND MEASUREI-P.NTS NECESSARY FOR COMPLETE FABRICATION, C. FOUNDATION WALL ASSEMBLY ANC INSTALLATION OF HIS OR BIER WORK, MINOR II 90'-0" r UNLESS NOTED) DETAILS OF THEW'ORK NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALLL BE ASIRTAINED BY THE CONTRACTOR AT THE SITE OF THE WORK, AND SHALL BE ACCOMPLISHED BY HIM 24'.O' 13'-6" 11 ` 52'-6" s �` TOP W1 W THE INTENT OF THIS PROJECT. OF SLAB ELEV.55 UNLESS NOTED) t' . 10'X24" CONCRETE 3,-II• 6'-0" 12 - O 3o_'_i° REVISIONS b,D ------------------ SECT FOOTING TIOhc THRU FOUNDATION WALL UNLESS NOTED) COVERED ENTRY r — — N0. DATE BY CHANGE {------- �-- LL iLE55NOt N� I � PICAL U t ED7 FN�L. ----- ---- ---Q ---- ----------------------------------------------------- — 4 OP'IJ1G ADDED _ _ _ Q Q Q �. Q Q Q Q Q e Q Q a a a a a a n s �' i - Q s � a Q s � Q I ► 1------� x7-0" � a Q e o Q I ►► (#OPENIN------------- ��- --------------------- -- - - -�' G ( OPENING ) E G 3 r ; D i (�� OP1:I•lO�iG I; D° j t i w/3-Z�tOI•}t?1�DF��A�DVL} ► i I. { !x 4' CONCRETE FLOOR SLAB = 1 p L'ITH 6ML POLY VAPOR BARRIER I D> 1 OVER 3/4 STONE BASE � 1 SOP OF SLAB EL.. = 5'-6" OLL �2 � 1 ► { D 10" CONCRETE FOUNDATIO WALL s 't' t 4 O I ►► I o 1 ► I TOP OF WALL EL -13 -0n N g 1 { D i ►► i { 10"X24' CONCRETE FOOTIN KEYED) D i . TOP OF FOOTING EL = V-2" 1 4" CONCRETE FLOOR SLAB { 1 4'-0u 3'-l' Z'-6° 1'-6" -{�• 1'n 3._9n WITH 15ML POLY VAPOR BARRIER D ��-0" 1 ► 1 (3)•ZX12 WOOD.:. OVER COMPACTED GRAVEL C' _ I ► 1 SUPPORT BEAM BEAM POCKET 1 TOP OF SLAB EL 13 -8 - - - - - - - - 1 - - - 2 -6 x i -0 C D _ Q ►► ----- i----t 1- t 1----t 1----t 1----t----------------- (#)OPENING ( ! W _____._ So CONCRETE I I -_! 4'-0= 1" ! i I I r - - - - - - - - - - N------------------ ..t Ir FOUNDATION WALL - - - - - - - - - 4 D BEAM POCKET = I 2 'X24 CONCRETE I ► I ► 1 Cs 13'-4' w i t PIER 1-0 U .. TOP OF WA E 0 1 1 1 ►► Q 10 CONCRETE FL'{INDATION WALL °p ! 0 o TCP OF WALL; EL►13-0 LL_ �. a w IL Y 1 I 1 D ! O O _ s • { ,p 44 ,,, w ► �Q''ERED I eU. .o 10 X24 CONCRF :FOOTING KEYED) I W lr Ir 0 Z Ix i I I p t rzb X 36" X 36' TCP OF FOOTING EL = 5'-2' ( U > O P: z I D I it 1 CONCRETE COLUMN _ CL 2 U I I ► FOOTING tTYPa ► 0 8"Xib' CONCRETE I 24'X2�' CONCRETE I ► ► 1 3-W CONCRETE FILLED ° W Q Q ^ FOOTING KEYED) I ► I PIER i E EA M 1- BOTTOM OF FOOTING I L_ _ I D I BEAM LALLY COLUMN (TYP3 1 i - I 1----t 1- --t 1----t --- POCKET EL • 4 -0 BELOW GRADE I i POCKET I - t I - - - 1 I I D E— „�_9)_E=_=_ _ t► t 0 _----�----� - -- - =— ► t I I 1 III I � ° { I_ —I I i 1 � , = z^ 28'-0' 5'-8' 4'-9' I ice' 7�' 1'-,' D ! �.-0■ �'�� 4'.g■ ♦ / / I III i - t t - '* 1 1 (312X t2 WC%D , { 23'-O" Y SUPPOR 'EdM t ► I r5'-0" 8'-0" 12'�t53"t)' ,-0n 0 l-tQ�i�'�� IH•-- DOUBLE FLOOR S� °► I Q ------ 1 rJOISTS A ___ OV _ _ _ E _ _ -1rB ---- . ___ a ----- I r — — — — — — "r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 15 -2 U 11 3' -0" ® _ - 1 Q a a Q a s Q Q n a Q Q a a Q _ _ _ _ _ _ _ — _ _ _ = a ® i G 1= 1 (#)OPENING I D I I t N s I- Ill - - - - - - - lltt- - - -2'-M•-1 1� - - - t . �1= _ _ Il STEP FOOTING _� III IM BEAM - - - - BEAM Illl 1 ( { f 1 _ OPENING { ° I (3�;:X10. P.T. WOOD ► I ( ► qI pq POCKET POCKET [Ill o i 'P012T BEAM_ nn I _ _ D t t ►► I----t 1----t III 1----t i----i I----t 1-- t i--t18--t 1--i1}t--t v i ° L-----=___11I��i _ O III 1fill ► 'n I L TWO CAR C�,4RAC�E I T---- --=_-=---___==—=1=—=--®EI===E_IE=�=r _�� ► 2X1zFLooRJOISTs �J J �. — �� _ = 1 Nil f O ! I I I I I i I i t I I 1 1 1 An i 1 lb O.C. 4' CONCRETE FLOOR SLAB i BEAM ---) t---=1 1-- -1 1----i 1---- 1'_ IIII _f ! t 1i-----OV-- --i� -- II T`.F ATI I tI11 I '�'44 � D 1 WITH bML POLY VAPOR BARRIER 1 D I POCKET 1 - - - - 1 1 - - - - I I - Ql1 1 D C ERED L �+I till ( (: 16 X 6 W.WM. 1 ► i M12 WOOD Illy (3)-2X12 WOOD - tfl' - I I ► ��_ _ _ _ _ _ _ _ _ = _ _ _ _ - - - I _ 4 'RECORD � ��" of - - -II IF � I►{ 4 z OVER COMPACTED GRAVEL ► I I P I'- w TOP OF SLAB EL = Il'- 8 +/- t 1 PORT BEAM = Ap SUPPORT BEAM . fill Q f i _ _ _ _ - IIII 1 p .r . . x i ► �____________ �1. , c yOfThis Endorsed L s no fill ° I -11hF ,n 0 1 D I i I fill II w Pig ; Must Be Kept On Site n; — — -- — twin Swortruction 22'-6'b�-O•tali � � 11f11d I � It -0ii`-5" NOV 1997 ► I 1 — — — — - =1 fP I � t e _ i ! � I ► I i � 1 41 IIII ► 1 Dc10 P T. DECK JOISTSfill 1 S' CONCRETE N I ° { 4' CONCRETE FLOOR SLAB i I I �i i ► L1= _ _ _ - �•- - - - - - - =flfF 41 -------------IIfP = y FOUNDATION WALL I D 1 r - - , �n WITH &ML POLY VAPOR BARRIER - I on 1 i fill 1 t ° I 1 1 s 1 ► 1 TOP OF WALL EL = z 1 S; OVER 3/4 STONE BASE 811 i - - - - - - - - IIII 1. 4 a i ( 11 O I fill 13 -0 , O 1 TOP OF SLAB EL = 5.6 t1rT' _ I _ I 1 D - - = -� _ - _ - , n1P �I , L -_ r = - ;n 163 GRAND Afa 1Y H I Gl�WAY - O �2XI2 FLOOR JOISTS -Iilr - 1 ` o - - = _ _ _ _ _ _ = k SWANSEA MASSACHUSETTS 07T71 ci E CONCRET PIER do 1- - - - _ _ _ _ = v � i - O O I�,� BEAM PO KET �► 16 O.C. , Ilft k - - - - �I TEL - (SOS)•6'19-2500 �15-- _1 fill 8XI6 CONCRETE 1 ►► 11 z� 1 ------------ _ n, I FAX • (50f3)•6191600 1 [) 1 FOOTING (KEYED) 4 W t1}2Xi0 SUPPORT ` i �.1 fill 3 -0D ► ki - - - - - `- - - - - - - {�1=It. 1 BOTTOM OF FOOTING 1 D I I to HEADER ABOVE / / ; \ \ , / 1 \ fill I ° fillt I - - - - - - - - - - - IIII it _ CORNERST -- t I- EL. 4-0 BELOW GRADE I I I O \ I { I D 1 I O cn l 2'-6' x l'.O' / v Q \ r r / Q \ BEAM fill v 1► k1- -- 7t-11=i1 O � ► / 7 6 x i -0 / \ POCKET . . { ► i II ------------------- + --- ►10J=F�tINfx_ �� `\ ` �,`�._`.#?O.VEUN11 i' ¢� �/ \ °�----------tr►I -------i�zeeiW-%- _�---! ��_ _ _ _ __ _ — — — — — �►=tt DESIGNMILD SERVICES, INC. I , a -/ \\ \ a _ e e II a a D I I II li ► I I ® C _ , \ / \ Q a � �' I ► I I r------------------ --- -- --�i-� �.-------�.�— — — — — — — — — — — — — — — — — — — — — —f -----�._ — — — — -- — — -- — — SHEET TITLE: STEP --\ I 1 PROVIDE CONCRETE 1 ° 1 I III I I ( I I I • 1 D 1 " -- -- - -- - - -- - --• _�.1 I ° H WOOD►III o L OPENING SIZED FOR STAIRS 1 - A BILCO SIZE'S' WITH 18, EXTENSION' (TOP OF FOUNDATION t 0 1 - WALL TO BE 90 ABOVE GRADE - MINIMUM) REV. *9 1y21 V 4 s-0r s-0' 2'-0u 9�r `-0 9�r 2'{i■ I 3'-2" 4'-0' r r 2 -10�5 2 •IOVi 15 -3„ 8 -" 1if 0'-0' �� DR. 241-O' 1-2" ' " • n ■ ■ " FREDERICK M. 3-0 3-0 5-9 3-0 3-0 23-3 uw 93'-0" �¢� 24405 �Q y I 6�STEP �� lrL PC U N TION I=L NN.�`; `I. CESMn %EVE RlVTv0 1915 ?LM FM kEQUIREMENTS IN CONFORMITY WITH SECTION 2102 OF Dr. Frederick N1. Law P. I THE SttATE BUILDING CODE OT(l.�( - 31-35 6- Qf T., � SCALE: �%=�• II = � I _� I I .,_ - Structural Engineer �(10 SWIkIFT ROAD, 80UT4 DARTMDUTH,AA02148 WEER j Swift Road So. Dartmouth, Mass.027� FLOOR PLAN DRAWN 13 '- MPOTOCKI CHECKED BY: R.SANFORD In CSTONE PROJECT #: 91521 DATE: _ 16 SEPTEMBER ISS1 SCALE: 1/4" =1'-0' DRAWING 60. . D o SEE H T 3 OF 8 - v �.w.,i . Mter+,.. •v rw I Simi !ogn ! 1.yL3 I AV I trod'' I r", bf"IEC16L NO I ' . L ALL FOOTINGS SHALL BE A MINIMUM OF 4'-0' BELOW FINISHED GRADE AND ALL ELEVATIONS ARE BASED ON ELEVATIONS SHOWN ON SEWAGE DISPOSAL PLAN, THE FOUNDATION SHOWN ON THIS DRAWING IS DESIGNED IN ACCORDANCE WITH ALL W OPENINGS SHALL BE LEFT OPEN OR SHALL BE EQUIPPED WIN SCREENS OR LOUVERS THAT PERMIT THE AUTOMATIC ENTRY AND EXIT OF FLO EE S SHALL BEAR ON SDIL HAVING A MINIMUM BEARING CAPACITY OF 20 TONS. THE REQUIREMENTS OF SECTION 21023, R.001D RESISTIVE CONSTRUCTION, PER SQPT• ACCESS HOLES FOR WATER, SEWER AND OTHER UTILITIES TO BE COORDINATED. C�DWATERS. STATE BUILDING CODE (ZONE A9 ELEV. 13 ?. THE BOTTOM OF ALL (*)OPENINGS SHALL BE NO HIGHER THAN ONE FOOT 2. ALL CONCRETE SMALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF PROVIDE ANCHOR BOLTS 12" FROM EACH END AND 6'-0" OZ. ABOVE THE FINISHED GRADE. 3,000 P.S.I. AT 26 DAYS AND ALL CONCRETE WORK SHALL CONFORM TO ACTUAL FINISH GRADE TO BE DETERMINED ON SITE. A.C.I. STANDARDS 3. FOR SITE PLAN SEE "SEWAGE DISPOSAL PLAN, LOT B, PADA14ARAM HARBOR SHORES' BY GARCIA 4 GALUSKA, INC, JOB NO. 12101-00, 4TH REV. E>JCLOSeb hREPc OF �l4S1rf4E 1�r = 28 T DATED I0/1/94. MIIJ. kREN Olt onIkA 64 s?zQvjQTrO =�2$bo ItJ1= 20.0 1°T2 Aqm pRoJIDt© 1 p 3,dx&.014 D 2,5`x i,o! z 42,5 F`.4> � t - 24'-O" 13'-6" II 52'-6' COVERED ENTRY I ' - - - 1 D 166 o THESE PLANS AE FOR THE CONSTRUCTION OF ONE BUILDING ONLY AND AID: NOT TO BE COPIED IN ANY FORM WITHOUT THE EXPRESS WRIT! PERMISSION OF CORNERSTONE ARCHITECTURAL SERVICES, INC. ALTHOUGH A LOT A CARE HAS GONE INTO TW PREPARATION OF THE DRAWINGS TO ENSURE THAT THEY ARE ERROR FREE, IT IS TWE RESPONSIBILITY OF THE CONTRACTOR 00 CHECK THE DRAWINGS FOR ERRORS Olt OMISSIONS ANC^ TO ADAPT THEM TO ANY SITE CONDITIONS, WRITTEN DIMIONS ALWAYS HAVE PRECEDME OVER SCALED DIMM!ONS. THE es AL fONTRACTOR SHALL NOT SCALE DRAWINGS FOR MEASUREMENTP BUT SHALL VERIFY AT THE SITE ALL LEVELS AND MEASURpitNTS NECESSARY FOR COMPLETE FABRICATION, ASSEMBLY ANs' INSTALLATION OF HIS OR HER WORK, MINOR PETALS OF Tkm WORK NOT SPECIFICALLY SHOWN ON THE DRAWINGS 6w,l BE ARIVAINED by THE CONTRACTOR At THE SITE OF TWC-WORK, AND $HALL BE ACCOMPLISHED BY HIM WffW THE MTENYOF THIS PROJECT REVISIONS NO. DATE BY CHANGE 1 t1 Lw r------------- — 7 FM�� N 3'-0xX�.� , 7 ► ------------ -- - OP'O --------------- _ _ - - - - q 1G ADDED � n N r ( I 0 L1 w 0 a L] 0 s .�, p s 0cz 0 a L] L] a L1 1 `T-6"x-t-ZJ" ------------- - — — — — -- — I -- 'r 1 r I (0 OPENING W OPENINGJl-0 I 1 I vJ/g_��!j(71�t?1�DE�(AgDVE� - it �Q ? q > i T- Lu d) Il D 1 0 4* CONCRETE FLOOR SLAB a 1 WITH 6ML POLY VAPOR BARRIER 11 D OVER 3/4 STONE BASE Il ( ► ( _ 0 0 , 4 TOP OF SLAB EL. • 5'-b" 00 q ► 1 D 10" CONCRETE FOUNDATIOI 4 WALL s� �+ II ►> I ' ► I TOP OF WALL EL a IV-O* 3 r 1 > I 10"X24" CONCRETE FOOTIN B (KEYED) !1 D 1 1 D t TOP OF FOOTING EL 5'-2" II 1 40 CONCRETE FLOOR SLAB WITH POLY VAPOR BARRIER D 23'-0° 11 it 6 ( M2X12 WOOD > 1 OVER COMPACTED GRAVEL i - _SUPPORT BEAM " .TOP OF SLAB EL =13'-8" - - - - - - - -i r ( BEAM POCKET 2 -6 x 1-0It p 1 W o ►> ----- I I- I----� ------ WOPENING - 1 I I I ------ 8" CONCRETE 4'-0" 1 �1- I f -•4..I 1I)FOUNDATION WALLD ---- t----t - I ----I D 15'-0'. 8'-p•. TOP OF WALL EL = I I 24"X24' CCNCRETE i ► BEAM POCKET W I i PIER I r 1 " .. ► I ►> ) 10" CONCRETE R)UNDATION WALL 23 -0 0 ° z � tY � 1 D i � I O TOP OF WALL EL 13'-0'W (L I �► ! � w i ;Q uCi 0 S w I ►► COVERED I® 1 U. O 10'X24' CONCRETE FOOTING (KEYED) I D I w v J OC > V 1 1 1 D I 12 D X 36 X 36 p TOP OF FOOTING: =2" L * 5'-( U p O p z I D { N Y ( I N t8 CONCRETE COLUMN i W n O U' 1 I I FOOTING (TYP i ( ► _ U 8'XI6' CONCRETE ' I 24"X24° CONCRETE I ►> 1 " I ► 1 (� I i 3-VZ CONCRETE FILLED I, ► 1 - w Q Q - FOOTING KEYED) ► PIER I ! LALLY COLUMN (TYPa BEAM I = BOTTOM OF FOOTING I L - 1 D BEAM _ _ _ POCKET 1 Dry EL • 4 -0 BELOW GRADE I i POCKET w—_ -- © 4r., T i aq 28'-0" 5'-8' 4'-9° 'i'-6° �'�' �,{,' 4,�° - D 1 Lrt I I (3M12 W 00 1 D 13'-0' Y SUPPORT BEAM I ► 1 15'-0" 8'-0' �'}��-0��, `�° O Q a 1+�� I 111�-- DOUBLE FLOOR i ►► i Q -------------- - - - - -- a t- - YE ------------- ------ OQ 4'-8° -{r- JOISTS t ---:._-- - -- -- ________ -�+ _ �.e L1 a 0 �'01 d. s 1 O� 1 s !� 0 '►--------------- __ r _ -- —--- t � � 2-6 xi-0_ 15-2 II 3-0 iL� I �11 � ------ Illl— 2'�■-R1�7i---- —I 1=1= _ _ _ . I 1 (*)OPENING _ 1 D 1 0 I t � � � BEAM BEAM II11 � I 1ItI= -il I 1 STEP F0071NG ► I III IIII POCKET POCKET = (0 OPENING I D ► I DI' 2X10 P T. WOOD -�-III-I III � � % 1 1 i --- --- III --- -- ---- _ nil O t �I------==5-1.'PQj2TBE-- 94F Q ®�'*�� D I I ►> i I - i { III I - (- L- - - - ry t - 1 1 - -nT1 t I - -iltf- - 1 ► I I O a ®_®__=-=-=- __ ®_III = -----' - --- -®'=====I= -- i ----I - I fill t ----- �W V J ► 1 �� I_®_®_9_�_=€__=_�=_Ie=_=_�==I==== ='==1= -_ - -===i==�= - =�� Nll 2XIZFL II �Itl= _ � - � g �i a - :; I I I OOR JOISTS Iln I fin I sib O.C. ' D �1----------- -- I t 4' CONCRETE FLOOR SLAB I BEAM I 1 - - - - - - - - - - _ - - - _ 1 D 1 CD WITH 6ML POLY VAPOR,BARRIER_ ' 1 1 POCKET i - - - I 1 - - - I i - - - - L t - - I I - - - - I . I - - - - I t _ ilq _ I i Inl _ I I 11- IGo '! 1 ►I, 46 Xb W.W1'1, t -_____ ____-_ z OVER COMPACTED GRAVEL 1 r ?�2X12 WOOD ntE (31`2X12 WOOD "!1 = ' ► �I _ = 91itF �I c� ► t4_ I > I 1 I = � � � X Z TOP OF SLAB EL • Ili- S" V. ► SUPPORT BEAM _ qn SUPPORT BEAM _ IIII 4 1 IIII I O - © 0 — — — — — 1 t i [•9 nq :o I ►►�I---- _________= 1ItF4l ;n� F- t nn 1 1 fin IIII _ r I ' 1 IIII II W 22'-6° i D 1 6'_2" 6'-p• 6'-0' 6'-O' 6''0" 6'-4' 6'-3" 11'-0• li-5" ( D L1= - - - - - - - - - - - - - - - -I IF t I R 1 1--4. 1 --� I- f -� I L1== ___ -__ -_ -___- 41 °�- 1 i nq i I I11f O I i` ► I ( 2XIO P.T. DECK JOISTS 11 On CONCRETE t r . t 4' CONCRETE FLOOR SLAB 1 I LI= _ _ 16"�.= = _ _ _ = _ _ -IIII' 1 FOUNDATION WALL - I p 1 r - - , i WITH 6ML POLY VAPOR BARRIER I 113 i IIII ►► 1 1. -I1fF _ r TOP OF WALL EL. • 1 I i O OVER 314 STONE BASE qp I 1 I - IIII I1 4 D I '�' ° 1 d I t ►- FO I TOP OF SLAB EL • V-b' " t IIII - I 1 - nil . I I D L� __--- _ _ _ _ _ - _ - 5if �I O �2XI2FLOOR JOISTS -11F - I -� _ - - - i I I ► 11 vO I Ott 18 CONCR PIER qq IIII 0 = I ► O O W/ SEAM PO KET 19 16 O.C. I =1. ► r " I , 1 1 I _ /IIII- 1 fill 8 Xlb CONCRETE ► .vim i s _ °, 1 = I ® I FOOTING (KEYED) -- I ' t I �i i csZ - j 1tFj ill! 3 -0 BOTTOM OF FOOTING I 1 I ud. m I MD(IO SUPPORT / / ♦ � r / ► i EL. • 4'-0' BELOW GRADE 1 C 1 1 O g I HEADER ABOVE / ; ` / / BEAM IIII 1 I D 1 I O e►1 (L 2'-6• x r-0° , Q / v a IIII / Q `o ► / 2.6 x t-0 / POCKET ► I 11 1 I •-�-=------ --- - - -(i / . m, 7-6'x>'-O' �1= lull �r, _;*).DEWING_ 'p / �♦ a ►QPENING / p / •- - - - - - - - - - ------i#PENIs.. -----1 --- -- t ►► t 1 .� 0 p , a 0 p s p r/� `� s !1 0 a L] 0 d �1=- I. r — — — — — — — — — — — — — — -- --1 I i r--------r/ �.- ----r1-----------�- -- -- --- --- - - - - - - - - - - _ — — — _ _ SHEET TILE: 1 ® I STEP I I PROVIDE CONCRETE I ► I i ° i _ _ _ -- _ _ _ _ _ = - ,^ ► FOOTING PAD FOR AC UNITS I ► > I 4' X 4n".P T. WOOD 12' DIA, X 4;' CONCRETE 60 X 6' P T. WOOD 1 1 1 1 I L - - - - - - - _ _ _ _ - - - - _ _ _ _ - - i I I _ SUPPCiRT POST POST FOOTING SUPPORT POST ' I )' I D D I FOUNDATION -- - - -- - ) 14ill = ROUGH I P WOOD ► I It o FLOnR PLAN !j r OPENING SIZED FOR STAIRS > A BILCO SIZE "B° ( I . WITH 180 EXTENSION ► (TOP OF FOUNDATION'- I 1 DRAWN B: MPOTOGKI WALL TO BE 8" ABOVE - - - - GRADE -MINIMUM) REV. *J 121 97 4CHECKED BY: RSANFORD 2'.0 9'-6' ,-0 9'-6• z'-o" 11 3'-2" 4'-O" � '` = CSTONE PROJECT 2'-101 2'-10V, 19 -3 8 - om lo'-o" # DR: - 16 SEPTEMBER 1991 \ �r ��i�l�, DATE: . ; -- 3 -0" 3'-O' -9' 3'-0' 3'-0' 23 -3 c% ' bd 24'-O" 15'-6" 5'-4° 1'-2' ° UV! I S3'-Ol SCALE. DRAWING NO. F U N�D TION F N 31-35 . I. CERM T. Um RR111EvIt;D r►tIS PLJ�1 MR am 11 t II REQUIREMENTS IN CONFORMITY UAT'N SECTION 2102 OF Dr, Frederick M. Law_ P.E. Q T.- SCALE• 1/4 = 1 -O THE STATE BUILDING CODE O1•fLK. Structural Engineer LOO SWIIFT RO DK SOUTH D RTMOUTH, MA. 0 1481NEER n Swift Road ' So. Dartmouth, Mass. 02748 SHEET 3 OF S / 7 /% ,� FINISHED GARAGE FLOOR 12.0' FINISHED FIRST FLOOR 13.7 12,5 TOP OF FOUNDATION' . FINISHED BASEMENT FLOOR 4.75 1 INVI~RT AT FOUNDATION 7.30 INVERT INTO SEPTIC TANK 7.05 INVERT OUT OF SEPTIC TANK 6.80 INVERT INTO D-BOX 6.70 INVERT OUT OF D-BOX . INVERT AT INLET OF FIELD -' INVERT AT END OF FIELD �E- ELEVATION OF BOT• OF SYSTE 5.65± ELEVATION OF G.W.T. ' 2.00 1 *OUTLET PIPE #1 INVERT 6.53 *OUTLET PIPE #2 INVERT 6.53 . OUTLET PIPE #3 INVERT 6.52 -FIELD PIPE #1 INVERT 6.53 -- FIELD PIPE #2 INVERT 6.52 FIELD PIPE #3 INVERT 6.52 **NVERT END #1 6.15 INVERT END #2 6.16 -INVERT END #3 6.13 DESIGN INVERT 6.50 )rop. prop, FINISHED GRADE 8.7 rt r-r le 7.30 crop. ; _� .:: �•;• :; )rop, L. 12, ;S=:O,02 L- 7' S= 0.11 D-B0 4,� S! R S 6.80 )rop. 7 os ; SEPTIC 6.70 prop ` TANK Prop. prop. ' SEE ELEVATION SCHEDULE exist. 4 -SCH 40 PVC SOLID PIPE OR APPROVED EQUAL exist. exist. SYSTEMAPROFILE exist. NOT TO SCALE ./29/91 FINISH GRADE 8.4 VY .. b .. 2" MIN. CONCRETE, END CAP, a, , e OR VENT TEE 4" PERFORATED PIPE 0.005 SLOPE MIN. 4` MIN. TO WATER TABLE 9h NOTE:BALED HAY l,l MUST REMAIN INEROSION MPLACE UNTIL �.+ J GRADED AREAS OR SLOPES 1 ARE PERMANENTLY STABILIZED. IIP lFtOW REPLACE As NEEDED. MAX WOODEN PLAST �,� / 6 ID' I - � I PROPEx 'SILT STOP- 34.48' \ .. SEDtttENT CONTROL H1, IFABRIC OR EQUAL I Z--4_ STRESS REJNFORC MENT \ BAND ( TYPICAL PLAN \ REMOVE 2' TO 4" OF 41' MAT IAL h C SSA Y FOR STABILITY. / 1 , ' EMBANKMENT , BACKflLL TRENCH `.'' I 4"- J ELEVATION / t 9p,Aft ` I EMBANKMENT APPLICATION BENCHMARK - SILT FENCE D1-TAIL HAYBALE DETAILS o r 98. NOT TO SCALE NOT TO SCALE , \ Vl'L t EXIST. Rc;�tO PATH ITC EXIST. CUT �PAZ PRORO3ED OR \ 1k REMAI S OF EXIST. HAYBALES 2l- 4' LONG CULVERTS 4 f 4 W/FLARED ENDSdp x 4 �IfWELI INSA`LAr, 98EO Rv - - I( / BUT r SOD BERM Al ,; `-S'D_ EC5E OF DRIVEWAY 7y or S.0, 180. �. �2. \ - SITE PLAN SCALE. 1 30' G. LEVEI MIN. .a 10" MN. 4" • TEE i pare wetland' w icilife q' 2. Site is_NOT located within an estimated habitat o . species. I DOUBLE 11 3. It 'is the Contractors responsibility to secure all necessary permits•;' STAINLESS including copy of any Orders of Conditions, prior to any site activity. CLAMPS Contractor shall notify Conservation at least 72 hours prior to . 5 ^4" ''4.0' _ i activity. *- - `., 4'-3" 9' 4. A Haybale Checkdam and siltation fence are to be iflstalled, as shown on 101-01, the site plan, prior to any activity and are to remain in place and be'. 0 9.8'-..� I maintained until all activities are completed '' and vegetation THREE SCH 20 PERF. PVC'S established. GAS BAFFLE 5. No refueling of vehiclesis -allowed within 100 feet of the resource 10'-6" I area. 6. All construction litter and debris is to be removee from the ,vicinity of CONC. I the'Haybale line daily. T 1500 L, �s T DISTRIBUTION S BOX 7. Any substantial silt accumulation against the Hal'bales or silt fenceA that may cause overwashing of the checkdam, is t be removed by hand 11, labor. SAND OYERpIG 14' 8. Stockpiled earth materials are to be located 20' minimum up -gradient of the haybale lines. 9. A preconstruction conference, if required, is to be held between the Contractor and the Conservation Agent prior to construction: 10. Existing stone wall is to be used with no proposed elevation or;location 1 \EXIST. LIMITS OFCLEAR►NG / / v REMAINS / OFHAYBALES EXIST. S.A.S. PLAN VIEW SCALE:1" =10' EXISTING & PROPOSED RETAINING WALL TO SERVE AS LIMIT OF CONSTRUCTION & ACTIVITY +I n rn u1 changes. Wall is to be extended as shown. 11- A Certificate of Compliance is requited at the •completion of the: project. Notify the conservation Agent and the EnO neeri.ng Company=for any required inspections, reports, or As -built Plans that may be required SEPTIC SYSTEM' SITE 12. The sanitary sewage disposal system shown hereon stall be C.ONSTRUC' ED: IN ACCORDANCE with the requirements of 1995 310 CMR 15 (TITLE V) 'of the State Environmental Code and local Board of Health regulations. :. Any MODIFICATION TO THIS DESIGN must be approved in`wr ting by the engineer and the local Board of Health prior to implementation, 13. Contractor shall verify and check the BENCHMARK' is shown .on,this plan prior to construction of the prop-osed.s'ystem. 14. Notify the local Board of Hearth when the gystem is ready for INSPECTION, prior to any backfilling. CONFIRkATI(iN `OF-CONSTR'UC+IiON . E ro, PIPING 5 SEPTIC .TANK and a final AS --BUILT PLAN are required by an engineer for complete as -built verification ,ta th,? BOH. 15. S.A.S. WAS PREVIOUSLY INSTAILLED PER 8/5/94,6ARCIN PLAN FOR WILLIAM GREENE., S.A.S. indicated on this design is as' -built location' and elevations. No change to the design number of bedrooms is proposed.: 16. TOP OF FOUNDATION, BASEMENT and FIRST FLOOR elevations may be raised but NOT LOWERED without the consent of the engineer. 17. Unless specified in the Basis of Sanitary Design, this system is NOT designed for the use of a garbage .grinder or ot'ker high water usage devices. 18. Where the building sewer pipe exits the foundatitn ABOVE the basement' floor, an effluent or grinder pump conforming to ',10 CMR 15.229 may be . used to discharge A VOLUME OF LESS THAN 25% OF THE DESIGN FLOW from any basement facilities to the septic tank. 19. If any components of the proposed system are specified as HEAVY :DUTY, (those components shall conform to all state and 1p:cal requirements for ASSHTO H-20 loading. 20. ,The SEPTIC TANK shall be 1500 gallons minimoR, unless otherwise specified on this design plan, and fitted with PVC schedule 40 INLET TEE and OUTLET TEE WITH GAS BAFFLE of 'proper length. Septic' tank construction shall conform to 310 CMR,15.226 The SEPTIC TANK OUTLET COVER is to built up to within 6" of the finished grade unless otherwise specified on this design plan 21. SEPTIC TANK shall be placed 'on a 6" minimum` comracted GRAVEL BASE to prevent heaving or settling. ALL aOINTS MU$T.'BE WATERTIGHT, sealed with ' asphalt 'cement or other cement suitable :for that Aee cific componnt.::.":' 22. No HEAVY EQUIPMENT shall be run over the components +ir the prepared leaching area during installation. RUBBER TIRE MA?HINERY are riot.to be driven over the S.A.S.. 23. For proper performance, the septic tank should be 14SPECTED annual-ly'and when the solids and *scum depth exceeds 1\3 of ,the.liquid depth, .or three years has elapsed since the last pumping; the tan?Z and the leaching pit (if any) should be pumped. BOARD OF HEALTH STAMPS BOA OF HEALT STAMPS P.E. STAMIP SUBSURFACE SEWAGE DISPOSAL SYSTEM OWNER HARRY JACOBVI TZ ASSESSORS MAP & LOT: MAP 40.. PORTION OF LOT 1 LOT B, IVILLIAM GREENS PLAN STREET LOCATION: STAR C= THE SEA DRIVE ENGINEERING FIRM: P.T M P KENNETH R. FERREIRA ENE'VEERING INC. L.S.L S A 46 FOSTER ST., NEW BEDFORD, MA 02740' DATE: 9-11-97 CONTACT PERSON: KFNNE-HFORTIER ADDRESS: 46 FOSTER ST. NEWBEDFORD TEL: 99 508 992-0020 FAX: 99 "3374 SE 7236 THESE HI ANS ARE FOR THE CONSTRUCTIO N OF ONE BUILDING ONLY A40 ARE NOT TO BE COPIED IN ANY FORM WITHOUT THE EXPRE6 WRITTEN PERMISSION OF CORNERSTONE ARCHIViCTURAL SERYICES, INC. ALTHOUGH A LOT A CARE HAS GONE h'0 THE PREPARATION OF THE DRAWINGS TO ENSURE . THAT Th=`Y ARE ERROR FREE, It IS THE RESPONSIBILITY OF THE CONTRA;TOR TO CHECK THE DRAWINGS FOR ERRORS OR 12 OMISSIONS AND TO ADAPT THEM TO ANY SITE CONDItI0N8, r' WRITTEN DIMENSIONS ALWAYS HAVE PRECEDENCE OVER 5 l/*—ZERO CLEARANCEI SCALED DIMENSIONS, ' BOILER FLUE _ 12 (VERIFY LOCATION THE rt_RAL CONTRACTOR GE .,; R $H ALL NOT SCALE DRAWINGS FOR ., WITH OWNER) MEASURp,IENTS, BUT SHALL VERIFY AT THE SITE AL. LEVELS a 160 CONCEALED FLASHING 5 —T FLASHING AND ME45UREMENT6 NECE66A RY FOR COMPLETE FABRICATION, A66EM15LY AND INSTALLATION OF HIS OR HER WORK, I R , MINOR DETAILS OF THE WORK NOT SPECIFICALLY SHOWN ON THE DRAWING SHALL BE A60E-RTAINED BY THE CONTRACTOR AT THE SITEF THE WORK, AND SHALL BE ACCOMPLISHED BY HIM , WITH THE 14TENT OF THIS PROJECT. CROWN MOLDING �_TOPOF HEIGHT AT FRIEZE \ t P F WINDOW cR o 1 � � ♦ ` � N07Es ♦ ♦ PROVIDE SPLINES FOR ♦ ♦ ALL WINDOW 4 DOOk TRIM ♦ � ci ASPHALT ROOF SHINGLES 12 c4 ----------- _ ARCHITECTURAL GRADE 5 12 CONGEALED FLASHING FLASHER FiLTER VENT 5 V = SECOND FLOOR (SUBFLOOR)' _.: TOP OF FRAME HEIGHT 9 � Ff G a DEN! LIBRARY ONLY 1X8 FASCIA BOARD SE602 MDO PLYWOOD SOP OF FRAME HEIGHTI�-TT�-FIRSt FLOOR =.I SOFFIT c) TOP OF WINDOW (RA.) 16" OVERHANG GROWN MOLDING ♦ � � '' - 1X12 FRIEZE BOARD / `♦ 1X4 WINDOW a� 4 DOOR TRIM WEAVE CORNER SHINGLES ----� 4 ♦ � _F F F1 � WHITE CEDAR SHINGLES ♦ , DECORATIVE 5 EXPOSURE SUPPORT COLUMN II 1 II I F rrrrrrrrr -- �Yrrrrrrl Irrrl�rrl�� r Irrr�rlrrrr� � r ■ rb�,As � rrrrrrrr Ilrrf��l�rl�� Irrrrrrrrr rrrrrrrrl rrf�rrrrrl� IYrrllrrl�r Dept .. , Irrrrrr�rr I MEMO 0rll. rrrrrrrrr V REVISIONS NO. DATE BY CHANCE U 1 O 7U � : ZERO CLEARANCE 12 M t , BOILER FLUE (VERIFY LOCATION 5e li walmr at ls t FTT V , _. • •r... _z WITH OWNER) yy�g (y� f � t t O { A ...,n'r a..: ASPHALT ROOF SHINGLE ci^ Q . ba ,S jDf f cand 1i�t g ssl✓� ARCHITECTURAL GRADEo , ,�,. �-�-� , % �, _ . f the Test St n6ard s TOP OF AAME HEIGHT or I irk' -FLOOR OP OF WIN Ow 6RI01 ! 14 i \ / / ♦ WHiTE CEDAR SHINGLES `� ♦, 5' EXPOSURE rr 4 ♦ FLASHING AT VALLEY r PROVIDE SPLiiNES FOR ALL WINDOW 4 G DOOR TRiM 5 CONCEALED GOpy Of This Enl�s . STEP FLASHING pA C ASPHALT ROOD- SHINGLES -� yin? o 'y g!:� SECONp FLOOR (SUi:3FLO0R) ARCHITECTURAi;. GRADE �LrFfn 1'ilC �15 L� 4 TOP F FRAME HEIGHT -1019 FIRST FLOOR IXS FASCIA BO/ARD —�1 T0� P of FRAME HEIGHT TOP OF WINDOW (RA)G A p ft A GE BEYOND DEN/LIBRARY BEYOND z I I TOP of WINDOW tR oj 163 GRAND ARMY HIGHWAY p i i ♦ - i ib OVERHANG r SWANSEA MASSACHUS TTS 021 4 0 / ♦ op CROWN MOLDINF� z TEL - (509)-619-25 ♦ ' I PAX 606)-615-2(000 > ` iX12 FRIEZE BOARD Q o ; m DECORATIVE SUPPORT COLUMN - LU o D QC ♦ ♦ ♦ / WEAVE CORNER: SHINGLES -' , CORMT BASEMENT ACCESS DOOR ♦ ♦ ♦ i i IX4 WINDOW 4 DOOR TRiM �j�'p D ESIGN]BU'IILD SERVICES I �[ FIRST I W - ? �l� C. n R T FLOOR BFLOOR) tYIlls M Q SHEET TITLE: r - TOE OEEouNDATION �- I _ /1 FIRST FLOOR (SUBFLOOR) GRADE EXP06ED CONCRETE ; (8' MINIMUM) TOP OF FOUNDATION VERIFY I VERIFY ALL DECKS WITH OWNER Jill Is I I I VERIFY. STAIR WITH OWNER Nil FRONT REAR., EVATION; ' TOWN OF DARTMOUTH 2 �i � A� V 6gUILDING DEPARTMENT r ' This plan has been reviewed and accepted as a FOUNDATION BE` •P record POND copy of work proposed to be performed in compliance with D 780 CMR 5th Edition. The owner, applicant/agent and/or DRAW BYM POTOCKI , 1 i I architect/engineer is responsible for insuring final compliance with the above -mentioned code notwithstanding R. SANFORD r� _ _ _ I any errors or omissions V DY: ss I ion s in the record plan. Any change CHECKL TOM OFFOOTIN �`-----------------—————————'- (-------------——— — — — — —— I ----- I in owner, license contractor or engineer must be ,COL G __ _-- _ , __--___-------_—_---_- T -----------------�I reported tot is office immediately Any change in plan �..1 r rted must be subm ted to t. s of ice A�'� --——-——----——————————————— — — — — —- — ——— a timely nner. �i6T0lv,_PROJECT #: 91521 Signature -_/1 x 1 DATE: 24 SEPTEMBER I99i REAR ELEVATIONI NOTE= SCALE: V4"' 1'•oU. SCALE' 1/4" = 1'_OI� �LCTRUSS 4 LVL BEAM ENGINEERING DATA TO BE SUPPLIED BY MANUFACTURER, MIN (HARDPINE, INC, 168 STEVENS STREET, FALL RIVER, MA. 02121 508-619-6322) DRAWIi\G NO.. o: r al�� sommosommi rwrrrrrmi m ASpHAL.T ROOF SHINGLES ARCHITECTURAL GRADE IXS FASCIA BOARD t SECOND HEIGHT OR TOP OF WINDOW (R.0) I6" OVERHANG o WEAVE CORNER SHINGLES — — e2� SECOND OR (6UBFL00F?) /-N TOP OF FRAME HEIGHT FIRST FLOOR P QOW (R.0) FLASH FILTER VENT CONCEALED STEP FLASHING -1 1mmmmmm 1 1 rrnr�`rr� NlilllE ��rl•`�� soonI lrrrrrL Inoue III I� Irr Ir �. ��•�.��rrrrrrr�.,��e�rrrrr �rrri I� III0 —MEMO •��rrrr_ 1kli� ; I�IIIII�IIIII� r - • - ■r�rrrrrrl 1 11��111(fll- - - - - - - r rrrrrrrrr rl 11 I I��ll�ll�ll Irrrrrrrrr Il I � 111�11�11111� rrrrrrrrr - i RIDGE VENT `0 - -•• rr�r�r`rr� • yam.-r r I� ` ' ��[f�1�� rrrrrrrrr rrrrrrrrrrr�l ��I��rrrri/r� • �! �— �i��(1�� Irrrrrrrrrrrrrrrrrrrrrrrrrl(•rll�rrr�l�irirf[•if�irrf(•rlr� rrrrrrrrr �.w■w�w�.w�w�w�wrwa.w�w�..w�w�wi.w�w�s.�,��"�,� r • rr�lr�l�trrr� Ir�r��j�rrrrrr �rr�rr�rr�rr�rr�r � i ' ------------------------ - - - - ------ -'---' -- '-- - - - - -'---'---'-------------------------s---------' �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - -r - - - -- - - -1- - - - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - ELEVATIQN- 5CALE-1/4II ; 11-011 rcnir i THESE PLANS AR[: FOR THE CONSTRUCTION OF ONE BUILDING ONLY AND ARE N,)T TO BE COPIED IN ANY FORM WITHOUT THE EXPRESS WRITTEN.PERMISSION OF CORNERSTONE ARCHITECTURAL 2_RVICE6, INC. ALTHOUGH A LOT A CARE HAS GONE INTO THE p;-CEPARATION OF THE DRAWINGS TO ENSURE THAT THEY ARE E14ROR FREE, IT 16 THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THE DRAWINGS FOR ERRORS OR OMISSIONS AND TO ADAPT THEM TO ANY SITE CONDITIONS, WRITTEN DIMEN61GY6 ALWAYS HAVE PRECEDENCE OVER SCALED DIMEN6106• THE GENERAL A EFTEBTEALAELS R MEABUREMENT& B.JSLRIY AT HILEVELS AND MEASUREMEigS NECESSARY FOR COMPLETE FABRICATION, ASSEMBLY AND INSTALLATION OF HIS OR HER WORK, MINOR DETAILS OF THE WORK NOT SPECIFICALLY SHOWN ON THE DRAWINGS 6HALLI�E A C- RTAINED BY THE CONTRACTOR AT THE SITE OF THE W:�RK, AND SHALL BE ACCOMPLISHED BY HIM WITH THE INTENT O ' THIS PROJECT, REVISIONS NO. DATF- BY CHANGE lJ J ea 4 W -o LL � w C� o cn � Z CL w � � Q � o Q o Q - Q c.� w 0 163 GRAND ARIV HIGHWAY ■rr0 SWANSEA, MASSACHUSETTS 02-M [�t TEL - (506i 013-2500 ■ir FAX (508)4619-2600 J CODRS T IONS IDESIGN[WILIID SER V ICES9 INC. SHEET TITLE: SEDE ELEVATEONS DRAWN BY M.POTOCKI CHECKED' Y: R. 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CL0Its 6ET I ! -011 = TIL o , �' ! _, I LINEN - - - - - LINEN o O i U U r I N VANITY I CLST CLST N SHELF d ROD 5'-0" CA. W/ ARCH TOP COVERED i GLASS PEDESTAL B SIN X I CONCRETE SLAB o (ELENALI SERIES 100 VALE) m U 4 II 1 � FOYER w N DECORATIVE TILE L%V INCH ROOM I m X X I o I SUPPORT HARDWOOD U I COLUMN 39'-O" 4 6'-411 41_Q 11 25'-0" cA 1 fir' LINE OF ROOF ABOVE VERIFY CEILING PLAN LAYOUT O - - - - - -- - - - r WITH TRUSS LAYOUT �- X Q 4 LINE INDICATES ,A� - - - - o 4 STRUCTURE ABOVE 11 i Q- X x 4 -6 `'� 0 3'-011 11'-6" 131-611 m 23'-D° v 6'-011 111-6" `� Q�� , O > 3,-21/211 3-311/211 31.31�z11 3'_31�2, 31- UO �'-9° X 5'-0 811 I / Lu 4 OPEN RAILING 3-O'%° X 6, 1�811 31 Ow X bI 0?/91` 5' ^I/211 C-0'4 "3 O� 2' (.,-Oka t N V V t/ V C J L If !� / I I ROOM' I '•` 1Y LINE OF SECOND CW25 I 15' 411 I z O FLOOR ABOVE -�, CXWI(o CXW16 CXWIb , CXWI(o i) \J " TOP OF WINDOW TO BE 8'-0" ABOVE ® iLINE INDICATES 9 I RATE (OF pusE 1 i iQ1, AD [L-- __ I /.\O I� ��_� BUILT-IN W/ SHELVINGFAMILY DISPLAY 4- �i DESK - .' _ - Q c„ 3 �� 0� L — — _ — _ I U : } WOOD CAF31NEEt b Q 0 REF. -d x ( STAIRS �, O WALL OVEN II WATER' K i I C H N PANTRY CA13INET �,\\ cF =Q COAT AREA W/ TANK HARDWOOD cal �\SOFFIT I 4 STORAGE BENCH, / p TWO -CAR GARAC � `t `�' 6°-011 21-g11` �, 4'-41' 2' 41' - - - - - - tiG� � ABOVE CONCRETE I 16'-0" I r N o I - •• } m I ISL�IND ► I I q - PROVIDE PROPER O k" �;, o I 0 O 'n I i L- _ _ ! _ AIR EXCHANGE FOR = I= m +-� i i' I DECORATIVE HVAC SYSTEM Q 0 � O w� - - - - I I } 4 I �/! i i COLUMN q I cn ITI ITl' z W_ =O GAS FIREPLACE NOTE: GONGRcTE SLAB LAUNDRY O Z4rOVTPR/OR TO 1 HARDWOOD W/ RAISED HEARTH PROVIDE 5/8. FIRECODE DRYWALL TILE FR417/NG _1 1 I (VERIFY SIZE W/ OWNEI 4 inFOR ALL WALL AND CEILING co BOILER FL.L1 L - in SURFACES IN GARAGE '�' CXWl5 X _ DW � U � ---=--�---I-- i a � Cluj/s .I 1 � < o--' I H 1310 + CN2�-,D 35 DH 28 1 i D T2 . + P4550 [, 3,�I��tl 3,-53�u 2-10�6 10'/2" 3'-&7' 5'-O a" 2'-10!'S° 1' yz' VERIFY INSTALLATION _n Q A C. UNIt A C, UN1T Q ABOVE t WITH MANUFACTURER `r `* BELOW WALL REQUIREMENTS VO X 6/0 GARAGE DOOR 9/0 X 8/0 GARAGE DOOR CABINETS A III A.C, UNITS TO BE LOCATED ON CONCRETE PAD II II BASEMEN? ACCESS DOOR 0 6'-6" 11'-011 61�11 10'-61 Si_ � 31_511 3'-5® 2'-C• 3'-O„ 3' 0„ 21_F^},111 2'-1G'%. 3,-019 3'-0" I5'-511 24 -0215'-O 6'-0 5 -9 6 -O 5 Tr JCLG' 1/4it IN �l,011 THEE= PLANS ARE FOR THE CONSTRUCTION OF ONE BUILDING ONLY AND ARE NOT TO BE COPIED IN ANY FORM WITHOUT THE EXPESS WRITTEN PERMISSION OF IN ARC!!'.ITECTURAL SERVICES, INC. ALTHOUGH A LOT A CARE HAS INTO THE E PREPARATION OF THE DRAWINGS TO ENSURE THATTtHEY ARE ERROR FREE, IT 16 THE RESPONSIBILITY OF THE CONTACTOR TO CHECK THE DRAWINGS FOR ERRORS OR OM16NON6 AND TO ADAPT THEM TO ANY SITE CONDITIONS, WRIT#N DIMENSIONS ALWAYS HAVE PRECEDENCE OVER 6CALliD DIMENSIONS, .'NERAL CONTRACTOR SHALL NOT SCALE DRAWINGS MEA$. REMENT6, BUT $HALL VERIFY AT THE SITE ALL LEVELSOR AND tIEA6UREMENT$ NECESSARY FOR COMPLETE FABRICATION, AS$E; 51.Y AND INSTALLATION OF HIS OR HER WORK, MINOR DETALS OF THE WORK NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL BE A Z RTAINED BY THE CONTRACTOR AT THE $'*E OF THE WORK, AND SHALL BE ACCOMPLISHED BY HIM WITH taE INTENT OF THIS PROJECT, REVISIONS Z DATE BY CHANGE MEMO- V 1, Zrf Z _L1 Li Cn C) Q O <, 0 CL w 0 163 GRAND ARMY HIGHWAY SIWANSEA, MASSACHUSETTS 02111 TEL (508)419-2500 _ - FAX - 008}619-2600 CORNERSTONE DESIGN/BUILD SERVICES, INC. SHEET TITLE: FHRST FLOOR PLAN [PAWN BY: M,POTOCKI • CHECKED BY: R. SANFORD CSTONE PROJECT #: 91521 DATE: 24 SEPTEMBER 1931 SALE: 1/4" 1'-0" CRAWING NO. 0 SHEET 4 OF 8 (3}2XIO SUPPORT BEAM F t BE AM SUPPORT �'- 2X10 R ♦1a ❑ 3 i 3 00 `� r .' v ❑3 0 2 2 2 2 3 .� _ — — _ ,I 4 1 „ u . O 12 RT HEADE ❑ 2X SU PO R f. I a' b X b SUPPORT POST STEEL SUPPOR ®,Qy 0 4X6 WOOD I` d ' CA , COLUMN i SUPPORT POST 18 -10° 'S'6` i _ ❑. _�-._ 1 I - - ' ✓� SH ENGINEERED STEEL SUPPORT BEAM -a J,. \ W12X22 OR WIOX26 -- - ul • ' TRIPLE FLOOR JOISTS TRIPLE FLOOR JOISTS HEADER 3 ,.. . _ __.......... LVL SUP PORT❑ I ; f - --- -- �� W 0 4X6 WODD ' ' 3 I SUPPORT POST � z N DOUBL.EJOISTS ` ` �� to p - NE D R 6-;`E-4 : r 2X12 FLOOR JOISTS 2X12 FLOOR JOISTLN S — — — N m - — m � i; •.� � --- 3 i - ._...._........ _ - - - _ • e i W t _ �I E i T - 11 W .; V HEADER -1- FLUSH LVL SUPPORT BEAM a - -- _ LVL SUPPORT E DER :1 1 `I -3 6;°s _ _ x I J . N . � N,y It TRIPLE FLOOR JOIST r , i. -- �a ' _. .... - _ _ I __...- — — -- ._ .. JOISTS _..._ _ _ = FLOOR JO _....._................_. _...... _._.... -..... 2X12 FL . .� o.c. _ = 1 , 4" DIA. �� \ r / ❑ I �E4DER P 3 PORT 0 2 STEEL SUPPOR ' 1 ? € (3}-2X12 SUPPORT ! COLUMN I J f. 1. I I HEADER -- - -- - -- _ i � DER --- LVL SUPPORT HEADER a(AT SECOND FLOOR) --�UGTUF�t�E FLOOR 1= L t-� ��l . k5 T N SCALE: 1/4 = 11_01 DECORATIVE SUPPORT COLUMN ❑ 3 _ I f. 3 _ #5 CI)1-3/4X 11-1/6 LVL SUPPORT BEAM_ NOTE: ALL WINDOW AND DOOR HEADERS TO BE C1}-2X10 NUMBER TWO GRADE LUMBER, UNLESS OTHERWISE NOTED NOTE: ( (H7-TRUUSS E LVL BEAM ENGINEERING DATA TO BE SUPPLIED BY MANUFACTURER, RD NE, INC., (o8 STEVEN$ STREET, FALL RIVER, MA. 02121 508.619-6322) THESE F'-ANS ARE FOR THE CONSTRUCTION OF ONE BUILDING ONLY 40 ARE NOT TO BE COPIED IN ANY FORM WITHOUT THE EkPREOP WRITTEN PERMISSION OF CORNERSTONE ARCHItc dTURAL SERVICES, INC. ALTHOUGH A LOT A CARE HAS GONE IN+O THE PREPARATION OF THE DRAWING$ TO ENURE THAT THEY ARE ERROR FREE, IT I$ THE RE$PON$1931LITY OF THE CONTRADTOR TO CHECK THE DRAWINGS FOR ERRORS OR OMISSION$ AND TO ADAPT THEM TO ANY SITE CONDITIONS, WRITTENDIMENSION$ ALWAYS HAVE PRECEDENCE OVER SCALED DIMENSIONS. THE GEi�=RAL CONTRACTOR SHALL NOT SCALE DRAWINGS FOR MEASUREMENTS, BUT SHALL VERIFY AT THE SITE ALL LEVELS AND MEASUREMENTS NECESSARY FOR COMPLETE FABRICATION, ASSEMBLY AND INSTALLATION OF HIS OR HER WORK, MINOR DETAILS OF THE WORK NOT SPECIFICALLY SHOWN ON THE DRAWINe-S SHALL BE A6CERTAINED BY THE CONTRACTOR AT THE SITE OF THE WORK, AND SHALL BE ACCOMPLISHED 6Y HIM WITH THE "LATENT OF THIS PROJECT, REVISIONS NO. DATE BY CHANGE W Z Q L.1jCl� 1.1211 cr C L C O o Z (�n V 1 f-- U L,j 0 163 GRAND ARMY HIC44WAY SWANSEA, S s�� E , MASSACHU Etta 021ii , Ru� TEL - (508}-619-2500 Rug 508 '1 FAX - (- _ � 9 zoo ' CORNERST DESIGN/BUILD SERVICES, +ti' • SHEET TITLE: STRUC':'�"TURE �q jt4LOOR PLAN DRY=WN BY: M POTOCKI CHLCKED BY: __ RSANFORO CSNONE PROJECT #: 91$21 DA1 E: 24 SEPTEMBER 1991 SCj%LE: 1/411 11 011 DRAING NO. Q NOTE ALL NECESSARY ENGINEERING DATA TO BE SUPPLIED 4 REVIEWED BY CAPUTO t WICK, VD, (1150 PAWTUCKET AYE., RUMFORD, RA, 0291(o) THESE pp,ANS ARE FOR THE CONSTRUCTION OF ONE BUILDING ONLY A"D ARE NOT TO BE COPIED IN ANY FORM WITHOUT THE EXPREO? WRITTEN PERMISSION OF CORNERSTONE ARCHITI `TURAL SERVICES, INC. ALTHOUGH A LOT A CARE HAS GONE IN THE PREPARATION OF THE DRAWINGS TO ENSURE THAT THY ARE ERROR FREE, IT IS THE RESPONSIBILITY OF THE CONTRA :TOR TO CHECK THE DRAWINGS FOR ERRORS OR OM1661ONS AND TO ADAPT THEM TO ANY 61TE CONDITIONS, WRITTENPIMENSIONS ALWAYS HAVE PRECEDENCE OVER SCALEDIPIMENSIONS. THE Gr=NE?AL CONTRACTOR SHALL NOT SCALE DRAWINGS FOR MEASUR='IENT6,BUT SHALL VERIFY AT THE SITE ALL LEVELS AND MEAUREMENTS NECESSARY FOR COMPLETE FABRICATION, ASSEMBLY AND INSTALLATION OF HIS OR HER WORK, MINOR DETAILS e F THE WORK NOT SPECIFICALLY SHOWN ON THE DRAWING? SHALL BE ATC RTAINED BY 114E CONTRACTOR At THE SITE eF THE WORK, AND SHALL BE ACCOMPLISHED BY HIM WITH THE'NTENT OF THIS PROJECT, REVISIONS NO, DATE BY CHANGE f- W W Z o W Q W W Z Q Q o Q I— v w 0 cil- 163 GRAND ARMY HIGHWAY - SWANSEA, MASSACHUSETTE 02111 TEL - (508�619-2500 FAX - (506? 619-2600 D CO RS TONE DESIGN/BNIILD SERVICES, INC. I� SHEET 6 OF RIDGE VENT CONTRACTOR TO PROVID , LATERAL BRACING FOR ROOF TRUS �)E5 PROVIDE INSULATION LA N BAFFLES LES ENGINEERED D RO OF OOF TRUS SES � 4 2 O.C. �� 5/8 CDX PLYWOOD SHEATHING (W/ H-CLIPS) HOLD DOWN CLIPS 15# BUILDING PAPER (VERIFY WITH RU S) TRUSS) I ASPHALT ROOF SHINGLES MANUFACTURER , ARCHITECTURAL GRADE O 0 RAMHEIGHT �P�OOR r \ r\ n . i e \ : r \. r + f, TOP F WINDOW tRA� _ 1X8 FASCIA BOARD 1/2" PLYWOOD SOFFIT " 2" CONTINUOUS SOFFIT VENT __ , `_ (3)-2X10 WOOD 1/2" PL'fU100D SOFFIT 16" OVERHANG - - SUPF-�ORT BEAM 2" CONTINUOUS SOFFIT VENT I& IMPERIAL BOARD 16" OVERHANG CROWN MOLDING - ON 3/4" FURRING STRIPS - W/ PLASTER FINISH 2X6 WOOD STUDS �Ia 16" O C, co R-30 INSULATION 1/2 EXTERIOR PLYWOOD TYVEK BUILDING WRAP (TAPED) RED CEDAR SHINGLES 5 EXPOSURE SECOND FLOOR (SUBFLOOR) f— �� _ (3�2X10 WOOD SUPPORT BEAM O TOP OF FRAME HEIGHT - FIRST FLOOR Q _ TOP OF WINDOW (R.O:? -o o _ O DECORATIVE FRIEZE TRIM LL FIRE O - RE BLOCKING G _ a� 8'-O" O.C. ON 2X6 WOOD STUDS a0 16" OL, DOUBLE HEIGHT ; 1/2 IMPERIAL BOARD WA ; LL W/ PLASTER FINISH R-19 INSULATION • DECORATIVE SUPPORT COLUMN 3/4' Tt.'z SUBFLOOR 4" - CONCRETE SLAB FIRST FLOOR (SUBFLOOR) i - PROVIDE HOLD DOWN CLIPS . ' ZFLOOR JOI ST S rl ib" O.0 . ' : TOP OF FOUNDATION ° d d BLOCKING 03 2X12 WOOD SUPPORT BEAM BLOCKING (2)•2X6 P.T. SILL PLATE LCC45-35 LALLY COLUMN CAP °Ib COMPACTED GRAVEL ''n VERIFY a • -_ 3-1lZ" CONCRETE FILLED ., ' �� °' " 24" CONCRETE PIER a°. LALLY COLUMN `' d .in d AT SUPPORT COLUMN LOCATION — — - . °:. ° a'• An �°�° ."- a' 8" X 32" CONCRETE FOOTING (KEYED) ° „ F 4 CONCRETE FLOOR SLAB a°! •n-- - P ° WITH 6ML POLY VAPOR BARRIER ` ' 10"'CONCRETE FLOOR SLAB OVER 3/4 STONE BASE n TOP OF CONCRETE SLAB T `� a I !1 - w Y - •A e A n lw a 10!�X 24" CONCRETE FOOTING (KEYS:)) 12"D X 3,6" X 36' 12"D X 36" X 36° CONCRETE COLUMN CONCRETE COLUMN FOOTING (TYPJ FOOTING (TYP,) 10 -8 U 1 1) INCH SECTION DETAIL SCALE.114" = 1'-0° � � �.+ . .w�.«w..+�w«w�. ...� �....,..wow•�e...�.�........w�.uw.n.r�...�w. ..� r.;s.�..ww.,ru ,�.,,, a...w�w�. I� THE$OLANS ARE FOR THE CONSTRUCTION OF ONE BUILDING ONLY ND ARE NOT TO BE COPIED IN ANY FORM WITHOUT THE EXPRE>S WRITTEN PERMISSION OF CORNERSTONE ARCHITCTURAL SERVICE$, INC. ALTHOUGH A LOT A CARE HAS GONE IrTO THE PREPARATION OF THE DRAWINGS TO ENSURE THAT T�PY ARE ERROR FREE, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THE DRAWINGS FOR ERRORS OR OM16sIdN6 AND TO ADAPT THEM TO ANY 61M CONDITIONG, WRITTE;+', DIMENSIONS ALWAYS HAVE PRECEDL-NCF OVER SCALE' DIMENSION$. THE GE�yRAL CONTRACTOR SHALL NOT SCALE DRAWINGS FOR MEABUI*:EMENTS, BUT SHALL VERIFY AT THE BITE ALL LEVELS AND Mt4SUREMk"NTS NECESSARY FOR COMPLETE FABRICATION, ASBEMPLY AND INSTALLATION OF HIS OR HER WORK, MINOR DETAIL@ OF THE WORK NOT SPECIFICALLY SHO WN ON THE DRAWIN!-';S SHALL BE ASCERTAINED BY THE CONTRACTOR AT THE SITE OF THE WORK, AND SHALL BE ACCOMPLISHED BY HIM WITH THE° INTENT OF THIS PROJECT, REVISIONS DATE N0. BY CHANGE 0 W l./ I 4=� t� Q L� U� � o 75 L1 11 Ll 1, PC z 0 QC) t� 0 Q Z Q (onn v l U IJ..I 0 a 163 CiUND Ap'1Y HIGHWAY Im SWANSEA, MASSACHUSETT5 0217 Em TEL - (508)-61,B-2500 i FAX - (508)-b19-2600 D RSCol TONE DESIGN/BUIILD SERVICES, INC. SHEET TITLE: B U HL D I Nur" SECTMN 9U A PO DRAWN BY: M.POTOCKI CH5KED BY: R.SANFORD CSTONE PROJECT #: S1521 DATE: 24 SEPTEMBER 1991 SCALE: 1/4" . I'-011 DRAWING NO. 0 SHE--T 7 OF 8 meow" THESES A PLA1+ RE FOR THE CONSTRUCTION OF ONE BUILDING ON ARE ONLY AND • NOT TO BE COPIED IN ANY FORM WITHOUT THE EXPRESS UR TTEN PERMISSION OF CORNER8T0 NE ARCHITECTIRAL SERVICES, INC. ALTHOUGH A LOT A CARE HAS GONE INTOTHE PREPARATION OF THE DRAWINGS TO EN SURE THAT THEY A RE ERROR FREE,IT IB THE RESPONSIBILITY OF THE CONTRACT€-R TO CHECK THE DRAWINGS FOR ERRORS OR 0MUIONI$ ANP TO APAPT THPM TO ANY 5IT F GANpITIpN61 WRITTEN 01"5NSIONS ALWAYS HAVE PRECEDENCE OVER SCALED DI"�NSIONS. THE GENER4 CONTRACTOR SHA LL ALL NOT SCALE DRAWINGS FOR MEASUREME.T R S, BUT SHALL VERIFY AT THE SITE ALL LEVELS AND MEASUREMENTS NECESSARY FOR COMP FA COMPLETE FABRICATION ON, ASSEMBLY AND INSTALLATION OF HIS S OR HER WORK, MINOR RIDGE VENT DETAILS OFTHE WORK NOT SPECIFICALLY SHOWN ON TH DRAWING ONdALL B E S t E A SG RTAINER BY THE CONTRACTOR AT THE SITE OF INE WORK, AND SHALL BE ACCOMPLISHED BY HIM ENGINEERED R " ROOF TRUSSES a'�1 24 O.G. 'PIT OF THIS PROJECT, WITH tNE INTc ENGINEERED tt Cx NEERED ROOF TRUSSES �a7 24 O.C. ! tt 5 8 CDX PLYWOOD SWEAT14ING (W/ H-C IP I L S) RIDGE PENT _ - 5/8 GOk PLYWOOD SHEATHING (W! W-CL 15# BUILDING PAPER PER 15# BUILDING ER DING PAP _ ASPHALT W LT ROOF SHINGLES REVISIONS HOLD DOWN CLIPS ASPHALT ROOF SHINGLES ARCHITECTURAL GRADE (VERIFY WITH TRUSS ARCHITECTURAL GRADE NO. SATE BY CHANGE MANUFACTURER) HOLD DOWN CLIPS (VERIFY WITH TRUSS ••:,•. •',, - . - . <: • • :�,;:. TOP OF FF:AME HEIGHT - _ MANUFACTURER) ..;. PROVIDE INSULATION BAFFLES ZJ rIRBT FLOOR TOP OF WINDOW (RAU 1/2" PLYWOOD $OFF„ tt 2 CONTINUOUS SOFFIT VENT 16" OVERHANG z = p O 2Xb WOOD STUDS Q 16tt O.G. o = p 1/2 EXTERIOR PLYWOOD O p TYYEK BUILDING WRAP (TAPED) WHITE CEDAR SHINGLES � tt _I 5 EXPOSURE a a OIRST FLOOR (SUBFLOOR) `n '[�P OF FOUNDATION Is / \ TOP OF FRAME HEIGHT FIRST FLOOR I/2" IMPERIAL BOARD "ON 314" FURRING STRIPS - IX8 FASCIA BOARD TOP OF /-1 WINDOW (RAa C CROWN MOLDING - I W/ PLASTER FINISH 1X12 FRIEZE BOARD .R- 30 INSULATION 1/2 PLYWOOD 30Ff1T tt z -- 2 CONTINUOUS SOFFIT V NT E , -- 6 1 OYE W R A N O MAST� DR OEM O 2Xb WOOD STUDS Q 16tt O.C, 1/2 EXTERIOR PLYWOOD O -' � p ul tII TYYEK BUILDING WRAP RA (TAPED) _. - O — L.t " 11/2 IMPERIAL BOARD _ � WHITE CEDARSHINGLES " �. _.... ,.. a � : IW/ PLASTER FINISH NISH 11t 5 EXPOBUR E ; 1 OR -IS N _ F- ►- -:: 3/4 T* SUBFLOOR> - a IRST FLOOR GRADE VERIFY WATERPROOF FOUNDATION 10" CONCRETE FLOOR SLAB 10" X 24" CONCRETE FOOTING (KEYED) 5UILDING5ECTION [DETAIL SCALE: 1/4" " 1'-0" RIDGE VENT PROVIDE INSULATION BAFFLES HOLD DOWN CLIPS (VERIFY WITH TRUSS) EIGHT�TOCOF TOP OF WINDOW RO� - `i -' 1s _ - -{:i+i ; ~, l' ;t`;I If i `• E: i 1/2" PLYWOOD SOFFIT L 1/2" IMPERIAL BOARD 2" CONTINUOUS SOFFIT VENT ON 3/4" FURRING STRIPS -; 16" OVERHANG W/ PLASTER FINISH R-30INSULATION o CROWN MOLDING - '� 5EDR om 03 3/4' T6G SUBFLOOR , SECOND FLOOR _ F - OOK (SUB LOOK) E Eo TOP OF FRAM HEIGHT HT 2X12 FLOOR JOISTS 6 16tt O.C. FIRST FLOOR - LIVING Roo _ 71/2" IMPERIAL BOARD - ON 314" FURRING STRIPS TOP OF WINDOW (R.0) W/PLASTER FINISH K ITCHEN Lu p 2Xb WOOD STUDS 'S 16 O C, 2X4; W0'OD STUDS aQ 16 OL.I 1/2" EXTERIOR PLYWOOD _ -O TYYEK BUILDING WRAP (TAPED) " r WHITE] CEDAR SHINGLES 1/2" IMPERIAL BOARD 5" EXPOSURE W/ PLASTER FINISH R-19 INSULATION - 3/4 TEG 5059-OOR _ _BST FLOOR (SUBFLOOR) - - - 2X12 FLOOR JOISTS aQ I6" Q C. IS m Ft :i r Is TOP OF FOUNDAI-i 1-11 1, 111 TION . , , • " R-19 INSULATION (2�2Xb P.T. SILL PLATE P a li Pd� 4 5UILDINC:; 5ECTION DETAIL - I !O 4" FUR - if W/PLASTER•,FINI 1i if ,R 30 INSULAT10if 1 i if-_ - _ > . ILly R, Ocm, I - - 1112" IMPERIAL BOARD - - - - ,.W/ BLAST R FINISH E N SH _ - : IR-15 INSULATION = - 3/4ft TIG SUBFLOQF2 = - +L.. S06 _IU, _J _1+S v°�. ,�}.}' is J•. ,.iJu ��,j: f:f _.. .,}'1 :t}i ' 2X12 FLOOR JOISTS 1@ 12" O.C. P' R-19INSULATION n •, U1 2X(6 P.T. BILL PLATE t 4 • I 4 n , .4 < 4" CONCRETE FLOOR SLAB a .° P •e% WITH hML POLY VAPOR BARRIER OVER 3/4 STONE BASE n ; . �' 4 4 ^ . ^. yr< 20'-6" cnt e TOP vDATI•I,," ;; i $,� 12° OC. 777C7'N 2X12 FLOOR JOIST ® V V ./ %a R-19 INSULATION b r :. VERIFY �--- Pa - ° (2; 2X6 P.T. SILL PLA,.TE �� , WATERPROOF FOUNDATION " .e 4CONG RETF�- FLOOR SLAB n ° WITH 6ML POL'.' °: • 10" CONCRETE FLOOR SLAB -Y VAPOR BARRIER .. OVER 3/4 STONE BASE .n .`•-----10" X 24" CO NCRETE FOOTING (KEYED} W (.� 16 O W 0 BUILDING 6ECTION DETAIL CoW SCALE: 1/4° W Z AO Q E-- ENGINEERED ROOF TRUSSES 1@ 24" O.G. 5/8 CDX PLYWOOD SHEATHING (W/ H-CLIPS) 1# 5 BUILDING PAPER ASPHALT ROOF SHINGLES o Q 12 ARCHITECTURAL GRADE 5 , CONTRACTOR ON RACTOR TO PROVIDE LATERAL GI BR NG FOR OFT TRUSSES E 0 FLASHING FILTER VENT -i ENGINEERED ROOF TRUSSES 0 24" O C, 5/8" CDX PLYWOOD SHEATHING (W/ H-CLIIPS) h 12 15# BUILDING PAPER v ASPHALT ROOF SHINGLES w ARCHITECTURAL GRADE p i \ - M IX8 FASCIA BOARD 1/2 PLYWOOD SOFFIT BA TH MA6TE163 GRAND ARMY H I RTH 2" CONTINUOUS SOFFIT VENT _ GHWAY 16" OVERHANG �, SWANSEA, MASSACHUSETTS OM — - TEL (508W"21-2500 ' t ;=; ;,,� -; � FAX • (508i•679.2600 t 2Xb WOOD STUDS e I6 O C, ' 2Xb WOOD STUDS ae Irbil O G• " 1/2EXTERIOR PLYWOOD - L OOD TY Y K BUIL DING NG WR TONE D E�s A(TAP I WHITE CEDAR SHINGLES D) C G�M 'D 1 if 5" EXPOSURE DESgOBUILD SERVICES INC. BLOCKING SEH -- SH EET TITLE: t - GRADE TBUELDENU (3i-2X12 WOOD SUPPORT BEAM DEVERIFY R LCC45-35 LALLY COLUMN CAP SECTIONS 3-I/2° CONGRE � c FLLED LALLY COLUMN (TYP) P WATERPROOF FOUNDATION •.4 P CONCRETE FLOOR SLAB a DRAWN BY: M.POTOCKI WITH 6ML POLY VAPOR BARRIER 10" CONCRETE FLOOR SLAB OVER 3/4 STONE BASE CHECKED BY: R. SANFORD 7,7 • • a CSTONE ROJECT #: 91521 10"X24" CONCRETE FOOTING (KEYED) DATE: 24 SEPTEMBER 1991 SCALE: 1/4 l:-0" DRAWING NO. D o 0 SHEET S OF 5 FINISHED GARAGE FLOOR 12.0 prop. prop FINISHED GRADE 8.7 FINISHED FIRST FLOOF 13.7 12,5 TOP OF FOUNDATION • 7.30 prop. 4.75 FINISHED BASEMENT FLOOR prop. _ = 0.02 7.30 INVERT AT FOUNDATION prop, 7.os INVERT INTO SEPTIC 3'ANK prop, ' SEPTIC ' TANK 7.05 prop. o, INVERT OUT OF SEPTIC TANK 6.80 Prop. INVERT INTO D-BOX 6.70 FINISH GRADE 8.4 a .r 14 Exrsr. L= T S;: 0.11 D-80 4,,snp-IF2" MIN. CONCRETE, ' END CAP, Ab , a , OR YENT TEE 6.70 4" PERFORATED PIPE 0.005 SLOPE MIN. SEE ELEVATION SCHEDULE 4� MIN, TO WATER TABLE INVERT OUT OF D-.BOX . exist. 4".SCH 40 PVC SOLID PIPE OR APPROVED EQUAL INVERT AT INLET OF FIELD exist. Ii :RT AT END of FIELD - - exist. SYSTx, PROFILE ELEVATION OF BOT. OF SYSTEN 5.65± exist. NOT TO SCALE ELVATION OF G.W.T. 2.00 4/29/91 -�E- OUTLET PIPE #1 INVERT 6.53 *,OUTLET PIPE #2 INVERT 6.53 OUTLET PIPE#3 INVERT 6.52 *FIELD PIPE #1 INVERT 6.53 EXIST Q WELL -hF FIELD PIPE #2 INVERT 6.52 -iF FIELD PIPE #3 INVERT 6.52 **NVERT END #1 6.15 INVERT END #2 6.16 -X4NVERT END #3 6.13 DESIGN INVERT 6.50 FLOOD ZONE NOTE: SQUARE FOOTAGE OF IMPERVIOUS AREA INCLUDING DWELLING: GARAGE, & EXISTING & PROPOSED ASPHALT DRIVEWAY=11,540 S.F. % OF TOTAL IMPERVIOUS = 3•0% NOTE: BALED HAY EROSION CHECKS I r ( MUST REMAIN IN PLACE UNTIL i GRADED AREAS OR SLOPES ARE PERMANENTLY STABILIZED. IIP� (FLOW REPLACE A5 NEEDED. IO' MAX WOODEN POST 1oI i II I PROPEX -SILT STOP' PbOdU£NT CONTROL :IlI C� fdGR1C C:Ili EOU-L � �'I I • STRESS R£WFORCCQMEN7. Z -4 '' • j OANO ( TYPICAL J. PLAN REMOVE 2� TO 4' OF ,.y MAI RAL AS N C SSA FOR STABILITY. ! I� B4CXF2L TRENCH' \� 4-- 6" NATIVE SOIL SILT FENCE DETAIL NOT TO SCALE 2� 4' LONG CULVERTS W/FLARED ENDS ELEVATION EMBANKMENT APPLICATION HAYBALE DETAILS NOT TO SCALE EX�StttltJG 1 SITE PLAN SCALE: 1"= .30' 41' / f ,� +� .�. :i}� ,.`q;��• a` �t ,� L 1. Site is 1 thin an A9(13) Flood Zone. located within 3» 2. Site is NOT located within an estimated habitat >: r-0" of rare wetland wildlife 6" G" species. IQUIQ LEVEL MIN. DOUBLE 11' 10" ''•• / STAINLESS 3• It is the Contractors responsibility to secure all necessary permits, •.' MtN♦ lincluding MIN. CLAMPS 9 COPY of any Orders of Conditions, prior to any site activity. :. 4» _ Contractor shall notify Conservation at bast 72 hours prior to .. TEE 5'-4" ' 4.0 4-6 ._ activity. le .e 4'-3» r: 9 • 10'-0" ,.' I I 4. A Haybale Checkdam and siltation fence are to -e installed, as shown on 9.8'� the site plan, prior to any activity and are to remain in place and be maintained until all activities are cog-,Pleted and THREE SCH 20 PERFPVvegetation x' , C'S GAS BAFFLE established. 5. No refueling of vehicles is allowed within 1-00 feet of the resource 10'-6" area. CONC. I I 6. All construction litter and debris is to be removed from the vicinity of PQ f"� DISTRIBUTION the Haybale line daily. 1 ` VV 1500 GAL, SEP IC T' Box --� S 7• Any substantial silt accumulation against the Haybales or silt fence that may cause overwashing of the Checkdam, is to be removed by hand t1` � SAND 01ERDIG labor. 14' 8. Stockpiled earth materials are to be located 2�' minimum up -gradient of the haybale lines. 9. A preconstruction conference, if required, is to be held between the Contractor and the Conservation Agent prior to construction. 10. Existing stone wall is to be used with no propoAed elevation or location changes. Wall is to be extended as shown. 11. A Certificate of Compliance is required at the completion of the project. Notify the Conservation Agent and the Engineering Company for EXIST S,•S• PLAN VIEW any required inspections, reports, or As-b,'ilt Plans that may be !�erequired. SCALE:1" =10' SEPTIC SYSTEM �ITE_NOTE_S 12. The sanitary sewage disposal system shown hereo�'-shalI be CONSTRUCTED IN ACCORDANCE with the requirements of 1995 310 AMR 15 (TITLE V) of the State Environmental Code and local Board of F_ealth regulations. Any MODIFICATION TO THIS DESIGN must be approved in writing by the engineer and the local Board of Health prior to implemeatation. 13. Contractor shall verify and check the BENCHMAFK as shown on this plan prior to construction of the proposed fsystem. 14. Notify the local Board of Health when thy: system is ready for INSPECTION, prior to any backfilling. CONFIRMATION OF CONSTRUCTION OF PIPING 6 SEPTIC TANK and a final AS -BUILT pEAN are required by an engineer for complete as -built verification to the BOH. 15. S.A.S. WAS PREVIOUSLY INSTALLED PER 8/5/94 GAFCIA GALUSKA PLAN FOR WILLIAM GREENE. S.A.S. indicated on this design is as -built location and elevations. No change to the design number of bedrooms ,is proposed. 16. TOP OF FOUNDATION, BASEMENT and FIRST FLOOR ele0tions may be raised but NOT LOWERED without the consent of the engineer. 17. Unless specified in the Basis of Sanitary Desi'C_n• this system is NOT \\Q�Q\ designed for the use of a garbage grinder or other high water usage % devices. Q�\ 18. Where the buildingsewer .,ion ABOVE the basemen QQ pipe exits thefounda, t floor, an effluent or grinder pump conforming t4 310 CMR 15.229 may be used to discharge A VOLUME OF LESS THAN 25% OF THE DESIGN FLOW from any basement facilities to the septic tank. 1 19. If any components of the as HEAVY DUTY proposed system are ?ecified s: , ys those components shall conform to all state and local requirementsfor ASSHTO H-20 loading. REMAINS EXISTING &.PROPOSED RETAINING WALL TO SERVE 20 The SEPTIC TANK shall be 150o gallons mini`�um, unless otherwise F�YBAL£ AS LIMIT OF CONSTRUCTION ACTIVITY specified on this design plan, and fitted witty p�C schedule 40 INLET TEE "- and OUTLET TEE WITH GAS BAFFLE of proper length. Septic tank PROPOSED DWELLING IS TO BE LIMITED construction shall conform to 310 CMR 15.226. The SEPTIC TANK OUTLET COVER is to built up to within 6" of the finishes grade unless otherwise Ex►sr. sroNe WALL TO THREE BEDROOMS AS PER specified on this design plan. TOREMa!NAsis 1994 GARCIA PLAN FORA 330 GPp SYSTEM 21. SEPTIC TANK shall be placed on a 6" minimum compacted GRAVEL BASE to prevent heaving or settling. ALL JOINTS MUST BE WATERTIGHT, sealed with WA asphalt cement or other cement suitable for thag specific component. Is1; 22. No HEAVY EQUIPMENT shall be run over the components or the prepared leaching area during installation. RUBBER TIRE1ACHINERY are not to be �p 9 T. LIMITS driven over the S.A.S.. OF CLEARING 23. For proper performance, the septic tank should be INSPECTED annually and �y when the solids and scum depth exceeds-•-1\3 of the liquid depth,, or three 4 years has elapsed since the last pumping, the t-nk and the leaching pit /) (if any) should be pumped. 22 BOARD OF HEALTH ST<\M POINEERS As -BUILT PLAN & CERTIFICATION STATEMENT REQUIRED System Is Not oeso ned -_ 4 � a I � _ F Y l �LFVATiadS SU-ha e Grinddr, Whirlpool S�ANGr_u(tHegh Water is�Devices. WITHOUT MA R® TTi(, OF 1ALTH AppROU qL , OFHAYBALES OF HEALTH STMPS p 4 • / / , - THE APPROVAL BY TNlS+I FlCE I � � DOES NOT GUARANTEE THES EFFECTIVENESS OF ,Illy i INSTALLATION 1 Q . - DARTMOU f H 1s0?.R +Oar '?il OCT ! 1 rRD 0 F HEALTH 475.00` oARILIO r > \ BOARD OE I A q P.E. STAMP SUBSURFACE SEWAGE DISPOSAL SYSTEM t�AOF t OWNER: HARRYJACOBVITZ ASSESSORS MAP '& LOT: MAP 49 PORTION OF LOT 1 i� PECH IL N LOT B, WILLIAM GREENE PLAN No. _ °35 STREET LOCATION: STAR OF THE SEA DRIVE sr = ENGINEERING FIRM: KENNETH R. FERREIRA.EN61NEERING INC. P.L.:.a ST�,MP 46 FOSTER ST., NEW BEDF?RD, MA 02740 ,, v S / KENNETH 9 ..71-11-97 . rxo.� DATE: CONTACT PERSON: KENNL FORTrER ADDRESS: 46 FOSTER ST. NEV BEDFORD REV. 9-25-97 WELL LOCA"'ION BYK.E.F TEL: 99 508 992-0020 FAX: 9<2_.3374 SE 7236 800 MECHANICALS & PRIMARY FUEL Archiitec�eer - project supervision and reports = Furnace (hot air) - Fuel gas (natural or propane), fuel oil, electricity, other (specify) v _ Company name / JJ- ` Boiler (heating)- Fuel gas (natural or propane), fuel oil, electricity, other (specify) W/ /:7 rw r�L� Address HVAC (combined unit) - Primary fuel, natural gas, propane, electricity, other (specify) Phone number = Air conditioning - (separate unit) Certified by State of Massachusetts as None of the above to be provided Certification number Hot Water Gas Electric Fuel Oil ✓ O her NOTE Signatures and seals on all plans, affidavits and other documents SHALL BE originals and noit reproductions. goo SPRINKLERS - FOR STRUCTURES OVER 7500 SQUARE FEET and certain multifamily residential Required,' —plans provided, =plans not provided, why? General Contractor if Homeowner, state homeowner here then complete section 1300 ( P ) Not required, not to be installed, Why? Company name Address 1000 REQUIRED OFF-STREET PARIONG - for ZONING & Architectural Access Phone number NOT APPLICABLE Construction Supervisors license number Parking Plan submitted To - Building Department " Planning Board Date submitted NOTE Signatures and seals on all plans, affidavits and other documents SHALL BE originals and nett Number of spaces - indoors outside total provided reproductions. Handicap spaces - required _ y s _ao. If yes, how many as a part of the total required number. Is Route 6 (State Road) Entrance permit required? yes no If yes has it been issued yes no I 1200 FOR RESIDENITAL REMODEL WORK ONLY Submit copy of application and/or permit as soon as available. Are you a Home Improvement Contractor subject to (780CMR - 6) ? Yes _ No _ If no go to next-%ection! 1100 IDENTIFICATION (print or type except as noted) Are you claiming exemption from the requirement? Yes —No _If yes, submit the required affidlavit'. t - r _ Current owner name �.��4a C%G��✓A Ren_adel contractor name (please print) address Address phone # /mil 3— o 3 tS Registration number (if none state "none") If corporation, officer in charge Phone number Architect/Engineer - for overall design PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TKO THE GUARANTEE FUND! QUESTIONS OR COMPLAINTS call or write: Company name Home Improvement Contractors Registration One Ashburton Place - Room 1301 Address Boston, MA 02108 (617) 727-8598 Phone number Owners name (print) e Certified by State of Massachusetts as Signature Certification number' - Date NOTE Signatures and seals on all plans, affidavits and other documents SHALL BE originals and not reproductions. i 'Alteration of existing, no increase in- gross square feet. A separate Refuse Disposal Declaration requir=ad_ I, the undersigned, am the owner of record or authorized lessee (provide documentation) and I have reviewed — Demolition - describe structure the application herein submitted. I state that to the best of my knowledge and belief that the information provided in this application is true and correct and that the permit requested -be issued. `' Further I understand that the will expire in six months, date Number of dwelling units Number of bedrooms A separate Refuse Disposal . permit from the of issue, if no work is begun or six months after the last inspection if work has begun and that the permit may be extended for Declaration required. , six months if no work is anticipated if I request such an extension in writing. I understand that the permit may be extended only three times by Moving - (Provide copy of D.P.W. moving license) Type of structure written request. I understand that once the permit expires a new application may be required, including fees and current other requirements (including Zoning), from where (plat/lot or address) Name i to where (plat/lot or address) Signature The ab re is of is signed under the pains and penalties es 'u Number of dwelling units Number of bedrooms per dwelling unit of a ry P rJ Date 9 Re -roofing - (for existing only, is included in new construction) Who is authorized to pickup the permit at the Building Department? Wease print) ,� `f.�;�� f� Number of square feet Number of layers already existing Address Phone' Y Number of layers when complete ' 1400 HOMEOWNER EXEMPTION - ONE & TWO FAMILY ONLY A separate disposal declaration REQUIRED FOR HOiIE OWNERS WHO INTEND TO PERFORIM AND BE RESPONSIBLE FOR THEIRReplacement i OWN PROJECT doors and windows - for existing only) (only where doors and windows exist and will noPt be p ( g Y)( Y � 109.1.1 Licensing of Construction Supervisors: Except for those structures' governed by Construction Control `effective enlarged) EGRESS dimensions must be maintained. Enlarged or new windows in an existingdwellingwill.lbe in Section 127.0, July 1, 1982, no individual shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of buildings considered as an Alteration otherwise will be included m new cons i-- tructton. (see Code section 3401.10 fog or structures, unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled R:aes and Regulatio^s for Licensing Construction Supervisors. - residential and Article 8 for commercial) - Exception: Any Home Owner performing work for which a Building Permit is required shall be exempt from '� Temporary structure - includes when allowed, trailers, tents and the like and only for limited periods of tiune. the provisions of this section: provides that if a Home Owner engages a person(s) for hire to do such work such I will be using the i Describe ,that Home Owner shall act as supervisor. N_. _..... w.. For the purposes of this section only, a "Home Owner" is defined as follows: Person(s) who owns a parcel of land 500 CONSTRUCTION PLANS 6 t h Edition of the State Building Code on which heishe resides or intends to reside, on which there is, or is intended to be, a one or two fatnilv dwelling, attached or detached structures accessory to such use and/or farm None submitted. Why? .n ,, .,...•m ... .. ., - �_ .. . ,_. structures. A person who constructs more than one home in two-year period shall not be considered a Home Owner. 2'Submitted, usually three sets required. Four sets for food service\uses. Number of sets submitted If you are applying un_Oer this section sign below: 600 SITE PLAN Signature Y natur- t-ar certa' sponsiibiiities, including but not necessarily limited to, general liability **zszzssts******zzs***z [I Not re�nired, why? s�*.s�sssz*ssssszssszzszzsss*sszzzzssss*szszszs*zsss*ssszss*sszsz*zzs NOTICE TO LICENSED CONTRACTORS: The Building Code in the Rules and ✓ —' Submitted When? . _ Previously, date With this application j provides Regulations section that any licensed Construction Supervisor, whether or not they have taken the permit are responsible for code compliance. . 2.15.2 of section 5) (see *szzszzzzszsx*s***_sss***zzszss*zsszszszssss*zssszsssss*sssssss**z*s*sx**szssz*z*zs*s*zsss*zzzzs**zszz*zz III 700 UTILITIES 1500 COST Water supply -required yes _ no, public ? ✓ yes _ no, . on site well? _ yes _ no, Cost of Improvement $ . ` M : 06 .— existing? _ yes _ no I Items to be installed but not included in the above cost: Electrical $ If required and not existing have necessary permits been issued? _ no _ yes, date Plumbing M.G.L. Chapter 40 section 54 provides that no building permit may be issued unless a water supply, wh--n ( P P g P Y PP Y� HVAC required, is available. See Code 780 CMR section 114.1.2) Other Sewage disposal - required ✓yes _ no, public sewer yes ✓ no TOTS' $ 0 private septic - on -site ✓ yes _ no. Submit copy of permit as soon as available. i I s 6 .3 = Woodstove - used (will require inspection prior to installation), new (provide manufacturers instructions). Location(s) (list) Fireplace(s) - (includes flue) List location(s) Game Court -describe (include overall dimensions) E Tent, Trailer (Mobile Home) or Other - describe 300 COMMERCIAL - PROPOSED PROJECT/USE - INCLUDING THREE FAMILY OR MORE AND EXEMPT USES THIS SECTION NOT APPLICABLE (The following descriptions are based on the Massachusetts State Building Code Article 3, AS NOTED) (See the Code) Assembly - restaurant, lounge, theater, school, etc. (see Code Section 302.0) Describe Business - office, assembly with less than 50 occupants - indicate Medical or other professional (see Code Section 303.0) Educational structure for training including child day care for those over 2 years 9 months (see Code Section 304.0) Factory / Industrial (see Code Section 305.0) High Hazard - (see Code Section 306.0) Institutional - hospital, nursing home, infant day care (see Code Section 307.0) Mercantile - retail stores (see Code 308.0) Residential - three or more family, hotel (see Code Section 309.0) Storage - includes garages (see Code Section 309.0) Utility & Miscellaneous Structures includes tents and agricultural structures (see Code Section 311.0) New tenant for any of the above, indicate above (see Code Section 119.0 and Zoning Bylaw section 35) g Tent or Trailer —temporary purpose? - Other Describe the proposal briefly, INCLUDE - umber of dwelling units and bedrooms or occupant load as appBeable, also existing condition - 4001 TYPE OF CONSTRUCTION OR WORK TO BE PERFORMED New Construction and/or Addition - total gross square feet x (For commercial only total gross cubic feet) - indicate It will be ,considered new construction if there an increase in square footage in addition to any alteration(s). If project is an addition to existing structure - Total gross square feet of existing s FOR COMMERCIAL ONLY Will this project be subject to CONSTRUCTION CONTROL (over 35,000 cu.ft.) yes No. (If yes see "Code section 127.0). Designer to submit Code Synopsis. Will this project require Peer review (over 400,000 cu.ft.) Yes No (see Code Appendix 1) APPLICANT TO PROVIDE The following section for official use only. INSPECTORS' REVIEW Date plan reviewed 30 days to review period expires OK to issue date OK to issue subject to requested submittals (see project review worksheet) date DENIED see project review worksheet date ~ HOLD reason HOLD Subject to Zoning Board of Appeals action Comments Inspectors signature Date Applicant informed of above - Date time staff (fax, phone,, `in person) Over six months since approved for issue - DEEMED abandoned! Advise applicant. Hold 90 days for return then dispose if not picked up. Inspector Date Advised applicant Date Time staff (by phone, fax or in person) OFFICEWVSPECTORS NOTES e7 � TOTAL FEE 3�-- Gross area - new construction Total Sq. Ft. alteration Total Sq. Ft. Permit is issued to Comments/notes on permit 1600 TO THE APPLICANTIRLFERRAL AND APPROVAL Date of Application submission Plat t/—o Lot Street ! % - Aquifer Zone Owner d Owner mail address It Owner phone # —a '9 9 #xxxsxxxxsxxiis##s*#iix#i####*#*#YY#sss##i*si#sss*Y#*sY##iY##YYYY#s#iii***siY#s*s*s*s*Y##sass**######Y#i# OTHER INVOLVED AGENCIES - The following agencies require separate jurisdictional permits or approval for your proposed project. CONTACT THEM FOR REQUIRED SUBMISSIONS. 1 TAX COLLECTOR ❑ Approved E: HOLD By Date ❑ Board of Appeals -1 Approved By Date 0 Conservation Commission ❑ Approved By Date D.P.W. Water By ❑ D.P.W. Sewer Approved By _':J-Approved Date ❑ D.P.W. Cross Connection u Approved By Date O Treasurer (Bond) ❑'Approved By Date ❑ .P.W. Engineering J Approved By Date Board of Health (well) :1 Approved By Date a Board of Health (septic) D Approved By Date O Board of Health (food service) '_ Approved By Date 1 Planning Board (parking) :1 Approved By Date FIRE DISTRICT (I II III) Approved By Date ssssss s sssssssssasssssssssssssssssssssssssssssssssssssssssassssassssasssssssssssssssssssssssssasssss Ili BUILDMG DEPARTMENT APPROVAL: P/ZONING G It o BUILDING INSPECTORBUILDING COMMISSIONER ❑ CONTROL CONSTRUCTION AFFIDAVIT PROJECT° SUMMARY: new construction/ alteration/demo sewage disposal - public/private [Alter/add interior walls] [add rooms] [add footprint] water supply - public/private well [pool] [garage/shed/deck] [game court] [food service] Describe To the various departments: This notice has been forwarded to you for your information and any appropriate action. Should you have any questions please advise. If any reason to withhold the requested permit is found, please advise. Your assistance and cooperation is appreciated. The Building Department Date sent for review By TOWN l\ 0� 111`l0 ld l lLi ..BUHDIN TELEPHONE 508-999-0720 FAQ. 508-999-Q j 38 APPLICATION FOR ZONING AND BUILDING PERMIT Iasnvctious The applicant shall complete this application to the best of their ability prior to submission, leaving no item unanswered. 114e Department staff will be available during regular business hours to assist as necessary. NIA should be inserted for those secdlons which do not apply. A properly completed application will help avoid unnecessary delays.Neft FErMC fQ is moo! - (far of5ce use only) FOUNDATION Qi?tdLY Total Cost $ Received By f Date Reed �- P _ Less Application Fee $ Total Permit Fee $ Permit # Issued Date 100 LOCATION OF PROJECT TOTAL LAND AREA SQUARE FEET CURRENT ACCESSORS' PLAT �O LOT 1—ZONING DISTRICT OTHER ZONING.OVET-LAY DISTRICTS, if applicable NUMBER & STREET �Q%i �� a�i !✓� NEAREST CROSS STREET SUBDIVISION NAME & LOT # or BUSINESS NAME PREVIOUS TENANT- 200 RESIDENTIAL - PROPOSED PROJECT - one & two family residence only THIS SECTION NOT APPLICABLE Single family - number bedrooms number baths ✓� Two family - number bedrooms unit 1 number baths unit 1 number bedrooms unit 2 number baths unit 2 Accessory apartment Total gross sq. ft. Accessory s cture: Garage -detached -attach to dwelling, dimensions L W u Carport - detached attached to dwelling, dimensions L W Shed - dimensions L W L R' Deck - dimensions Gazebo - dimensions L W Swimming pool above ground in -ground Size " Chimney - number of flues