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BP-11835; Notes: n ra,. Gee TAIRWAY : :. LL S S I T A _ _ MISTAKES THE MAKER CANNOT GUARANTEE MA T VOID S S i E C � EE HAS BEEN DE 0 A E E , ,Y ATTEMPT BE ,. wH�E EVEf.H 5. DIMENSIONING T E G STANDARDS USED WITHIN THE DO ,. W DOCUMENTS AR A - A. REQUIRED STAIRWAYS A - _ S FOLLOWS UNL.SS BRICK FACADE C? Q W S SHALL BE NOT LESS THAN 3 0 IN CLEAR WITH, MAXIMUM RISE ET. BY HUMAN ERROR. ERROR• ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE LATEST " E . AGAINST Hl OTHERWISE ' 0 HE SE NOTED. OWNER SHALL BE 8 1/4 . MAXIMUM TREAD SHAL1. BE 9 WITH NOSING NOT - ' � , A A S T STATE BUILDING CODE. PARTICULAR ATTENTION TO TO EXCEED i 1 4 EDITION OF THEM SS CHU E TS ).EXTERIOR DIMENSIONING AT BUILDING CORNERS REPRESENT Precautions burn Building Operations). ANY CONFLICTS SHAH BE MIN�IUN HEADRROM SHALL BE 6 -6 SE AN OUTSIDE OF STUD ARTICLE':30 ( 9 9:. DIMENSION. .D E SIGN. RA A BROUGHT THE ATTENTION OF TRADITIONAL DESIGN ASSOCIATES PRIOIR TO' THE B) HAND IE(S) SHALL BE LOCATED N EACH STAIR SYSTEM WITH MORE THAN 3 RISERS. ,.. B.) EXTERIOR DIMENSIONING AT .WINDOWS, AND DOORS REPRESENT A DIMENSbIv 10 THE M t'C MENT OF WORK. AT A HEIGHT OF 30" MIN. & 38" MAX. MEASURED VERTICALLY FROM THE NO F CO ME E » E SING 0 : CENTER OF THAT OPENING FROM THE CENT F , ER 0 ANOTHER OPENING, OR THE OUTSIDE THE TREAD." GUARDRAILS 34 MIN. IN 2 s HEIGHT SHALL LL BE INSTALLED NJ FLOOR PORCH, ,.,,. TH " OF E STUD. R Y ,. AND/OR BALCONY AREAS A FOR REFERENCE PURPOSE ONLY GENERAL CONTRACTOR 'SHALL BE 1.00 RE S MORE THAN ALL ELEVATIONS RE E E / 30 ABOVE FLOORS OR GRADE BELOW, MAX CLEAR N a C) , INTERIOR DIMENSIONING AT STUD WALL REPRESENT A DIMENSION E SIGN TO THE MIDDLE OF FOR REVIEW. ACTUAL ELEVATIONS TO BE DETERMINED N FIELD BY ENGINEER OPENING BETWEEN RAILS BALUSTERS SHALL NOT X I " a I T! RESPONSIBLE / EXCEED FIVE(5) INCHES. THE'STUD UNLESS OTHERWISE 2 X 6 SILL PLATE ON SE NOTED. � P OR AS SHOWN ON SEPTIC SYSTEM DESIGN. ACCESS HOLES FOR WATER, SEWER AND OTHER C.) PROVIDE AN INSULATED DOOR ®TOP OF BASEMENT STAIRS, OR INSULATE THE WALL AND :' > D 2 X 6 T- I 7 ,.. ° P SLL,W, UNDERSIDE OF STAIR A v UTILITIES TO BE COORDINATED. €� PROVIDE AN INSULATED DOOR ®BOTTOM OF OF BASEMENT STAIR. SILL SEAL 6. STRUCTURAL HEADERS &BEAMS SHAH GEAR ON THE FOLLOWING: a A. DOUBLE HEADERS SHALL BEAR ON 2 - 2 X 4 » » •_ E ) STUDS m PROVIDE 3 4 DW: ANCHOR BOLTS 12 FROM ENDS AND OPENINGS AND 7 0 ON CENTER WINDOWS. B. TRIPLE HEADERS HA ->' c ' ) S LLL BEAR ON 3 2X4 STUDS - R E .TIE USED SHALL DEVELOP A MIN. COMPRESSIVE STRENGTH N 28 DAYS A. GLAZING CLOSER THAN 18 TO THE FLOOR AND EXCEEDING SIX 6 C:) STEEL BEAMS SHALL BEAR ON 3 i 2 STEEL PIPE. COLUMN. c PROVIDE AIR SPACE BETWEEN WOOD ALL CONCRETE ) _ SIX(6) FEET IN / D' E n � MASONRY VENN R W AREA MUST BE.TEMPERE . €.,. ALL AS FOLLOWS. D D. LAMINAT D V N _ E E EER UM , LUMBER LVL PRODUCTS SPECIFIED WITHIN A ( ) RE SIZED FOf , D'` B EMERGENCY EGRESS, SLEEPING ROOMS SHALL HAVE AT N 0 E(1 OPENABLE WINDOW BRAND IT IS F 0 THE GENERAL CONTRACTOR TO.tERIFY•AND A SLABS & FLOORS 2.500 PSI `� v� PROVIDE WEEP POLES AT LOWER WALL S OR EXTEROR DOOR TO PERMIT EMERGENCY EGRESS OR RESCUE. A REQUIRED WINDOW MUST BE. CO-ORDINATE ANYSUBSTITUTIONS.N a L APPROX. H , p � x.,,FINIS GRADE WALLS & FOOTNGS_3000 PSI OPENABLE r,nOM THE INSIDE WITHOUT THE USE OF A SEP RAT ? A " D o t E E TOOL, AND SHALL CONFORM LAMINATED LUMBER SHALL BE HANDLED AND INSTALLED IN STRICT ACCIORDANC E TO THE FOLLOWING: WITH THE MANUFACTURERS SPECIFICATIONS. o D - H A 8, 0 CONCRETE FOUNDATION ALL FRAMING LUMBER T 0 BE USED SHALL BE S FOLLOWS: - v ° 1. THE SILL HEIGHT SHALL NOT WALL JOIST SEAMS AND RAFTERS TO BE SPRUCE 10R BETTER MIN. E- 1400000 0 BE MORE THAN FORTY-FOUR 44 INCHECS FROM THE ( ) ,r . 7. BEARING PLATES SHALL MATCH OR EXCEED THE STUDS TO BE UTILITY GRADE FINISH FLOOR ,, . E E WIDTH OF ALL BEAMS THAT BEAR .- n c n ., - _, � UP NTH M 2. THE WINDOW SHALL PROVIDE A N. M .. _ o _ NET CLEAR OPENING OF 33 SQUARE FEET. WITH A RECTANGULE HAVING MIN. NET CLEAR OPENING; - DIMENSIONS OF TWENTY (20) INCHES BY _ TWENTY FOUR 4 <,-.:. 8.) ALL DUSTWORK AND HOT WATER PiPiNG SHALL BEN INSULATED AND WHERE NECESSARY , , (2 ) INCHES, N EITHER DIRECTION. F A DOUBLE HUNG UNIT IS USED � > .. A VAPOR BARRIER FOR THE D UCTWORK TO PREVENT CONDENSATION. t`� �T . E REFER TO THIS DETAIE IF A BRICK V N THEN SUCH DIMENSION SHALL APPLY TO THE BOTTOM HALF. �' 4 ► 8 E SEER ' IS TO BE USED AS AN EXTE 41 RIOR FINISH IN PLACE OF D SI LNG OR OTHER NON MASONRY MATERIAL 12 !.. " v ° G : 8� Deta*11 - Fr*ck 30'-8" 5'-4" 2'-0" 23'-W Scale. 1" = 1-0» ol 2 9' 2-8 5-3 `3'-6" 14'-1111/2„ ol i I w.. •p+.. g ,«d t ' BIICO SIZE C, I �a� { � [, BULKHEAD UNIT ,rt1 fate F' FAi'aPs andfloors l _ a floc o" Shall be h a IT1a'0, €-.I capable oPreventing: y E p3 oa fI..IT oar; �� . ._. I d hot gasses wh6n slab e 2 -8 ��, ��oToC . r eq€:.t3, e �.qt of fro Test to co r Fre S „ y salt � . � • I - $ 4: Q 18 • z ,... �-A Of 1. I ato NC> - I —� ems. —_ � �c.. n-a.— 1 I L za ?._..- • - 4 . G . Q . ♦ ♦ • :;,.. .._, .a .. .9 a ...: � '. . -. � • . ems . .x p . As tgAX . S9r q i Must be ._x_nAittedtO tLleB- fflIding I x a ,n I ,u1 0 x r I. I I o caC3C11 N I foundation i� ... o P'�T1 4if I �p 1 T — i ,a' A • ..: .: ,n � tD '"^^��'.. fF.li i�.E construction. I GU, # ..,..,..... •.. , _ .. y � .... ......... r ....... �,... ,. . - • nBuildingr an ANY CONFLICTS SHALL BE ' ARTICLE 30 Precautions Dur g Ope at s� (DIMENSION. , „ - MNIMUN HEADRROM SHALL BE 6 6 h. Cn t Ct�Nt� UIMCIYJNIVIV ? A I OUI UIIV 1. K 1 U ratK� Ktrrct�tn i AN uU I Slut Ur s l W AT PR IR T HE T T THE ATTENTION 0 F TRADITIONAL DESIGN ASSOCIATES 10 0 T OUGH 0) B RLSE . H NDRA HA B A � S SHALL BE LOCATED Et) N EACH STAIRS T W YS EM ITH MO T A O RE THAN 3 RISERS. S „S B.EXTERIOR DIMENSIONN WI G AT WINDOWS, AN D DOOR REPRESENT S E RESENT. A DIMENSION. TO THE COMMENCEMENT OF WORK: AT A HEIGHT OF 30" MIN. & 38 MAX. MEASURED VERTICALLY FROM THE NOSING OF ` CENTER OF THAT OPENING, FROM .THE CENTER OF ANOTHER OPENING, OR THE OUTSIDE THE TREAD. GUARDRAILS, 34" MIN. N HEIGHT SHALL BE INSTALLED N FLOOR PORCH, OF THE STUD. ALL ELEVATIONS ARE FOR REFERENCE PURPOSE ONLY GENERAL CONTRACTOR SHALL BE AND/OR BALCONY AREAS MORE R THAN 30" ABOVEFLOORS OR GRADE BELOW. MAX CLEAR C) INTERIOR DIMENSIONING AT STUD WALL REPRESENT A DIMENSION TO THE MDDLE OF RESPONSIBLE NLEFOR RENEW. ACTUAL ELEVATIONS TOBEDETERMINED N FE D BY ENGINEER OPENING BETWEEN RALS BALUST RS SHALL NOT EXCEEDFlVE 5„ INCHES. THE STUD UNLESS OTHERWISE NOTED.... OR AS SHOWN ON SEPTIC SYSTEM DESIGN. ACCESS HOLES FOR WATER, SEWER AND OTHER C.) PROVIDE AN INSULATED DOOR ® TOP OF BASEMENT STAIRS, OR INSULATE THE WALL AND UTILITIES TO BE COORDINATED. UNDERSIDE DE0STAR AND PROVIDE AN INSULATED DOOR ® BOTTOM OF OF BASEMENT STAIR..., > , T 6 STRUCTURAL HEADERS &BEAMS SHALL BEAR ON THE FOLLOWING: w » - PROVIDE 3 4 DIA. ANCHOR BOLTS 12 FROM ENDS AND OPENINGS AND 7 0 ON CENTER PRO / WND OWS: D - OUB HE ADERS E D R HA A E SS BEAR R N SHALL 0 X4 T 2 2 SUDS B, TRIPLEHEADERS E OERS SHALLL BEAR ON 3 2X4 STUDS ALL, USED SHALL DEVELOP A MN. COMPRESSIVE STRENGTH N 28 DAYS A) GLAZING CLOSER THAN 18 TO THE FLOOR AND SIX( )S SQUARE FEET N C) STEEL BEAMS SHALL LL BEAR N 3- 1/2 STEEL PIPE COLUMN. AS FOLLOWS: AREA MUST TEMPERED. A BE E ERED. D.) LAMINATED VENEER LUMBER LVL PRODUCTS SPECIFIED WITHIN ARE SIZED F r 8• EMERGENCY EGRESS, SLEEPING ROOMS SHALL HAVE AT LEAST ONE 1 OP NA O E BLE WNDOW M)CRO-LAM BRAND, IT IS RESPONSIBILITY OF THE GENERAL CONTRACTOR T , 4 0 r AND 0 S FLOORS.2 0 PS SLAB & ,5 OR EXTERIOR DOOR TO PERMIT EMERGENCY EGRESS OR RESCUE. A REQUIRED WINDOW MUST BE _•�REY CO-ORDINATE ANY SUBSTITUTIONS. T F TINGS_3000 PSI W ' LLS do 00 A OPENABL FROM THE NS E E DE WITHOUT H THE USE OF A SEP RAT T A SHALL CONFORM '` � - E E TOOL, AND A A LAMINATED ' VE NEER ENEER LUMBER A BE SHALL BE HANDLED AND NSTALLED N STRICT AC1,`' OR A NCE TO THE FOLLOWING: WITH THE MANUFACTURERS P URE S SPECIFICATIONS. D HA E AS FO W ALL FRAMINGLUMBER TO BE USE SHALL LLO S _Y P TT N. - 14 A RAFTERSTO S RUCE 10R BETTER MI 00000 hT BEAMS AND BE B E JO>(` ( ) A 1. THE SILL HEIGHT N E SHALL NOT BE MORE THAN 0 E FORT F OUR 44 N CH EC 0 TH S FROM E FINISH FLOOR 7 .BEARING PLATES SHALL MATCH OR EXCEED THE WIDTH F O ALL BEAMS THAT BEAR STUDS TO BE UTILITY GRADE S UPON`THEM. ' A 2. THE WINDOW SHALL PROVIDE A MN. NET A E CLEAR OPENING OF 33 SQUARE FEET WITH A RECTAN E GUL HAVING MIN. T NE CLEAR OPENING DIMENSIONS OF TWENTY(20) INCHES C, ES BY , 8. ALL U TWOR A R S K AND HOT WATER PIPING SHALL BE INSULATED AND WHERE NECESSARY, E EGE5S RY, TWENTY TWE FOUR 24 INCHES, N EITHER DIRECTION, E A U ( ) 10 DOUBLE HUNG UNIT IS USED A VAPOR BARRIER FOR THEDUCTWORK TO PREVENT R RE ENT CONDENSATION.' THEN SUCH DIMENSION SHALLT APPLY PL 0 THE BOTTOM HALF. Room Name e Room o Area Class Area o Class Vent Area Ventilation Basement- m nt 1,140 sf. 14.06 s.f. 1.00 % 14.06 s.f. 1. 00 First Floor Ivin L R oom Dinin R oom - - - 13 6x14 0-1 f 89 s. t n t / t 1 -6 x 4- - 3 1 0 - .f 189 s 18.4 _.f. s 1 8 .4 s.f. 1 0.00 10.0070 17.4 s.f. 17.4 s.f. 9.00 9 00 o� Kitchen 8 -0 x-15 -0" '= 120 s.f 9.9 s.f. 8.00 % - 9.2 s.f. 8.00 Breakfst 91 -011 x 15t-0" =< 135 s.f. 32.4 s.f. 24.00 % 15.56 s.f. 12.00 Lay. - $- 5 x 81 011 - - 68 s.f. 7.2 s.f. 11.00 6.80 s.f: 10.00 Family Roo m Y / n / n 1 - - - 3 9 x 15 0 -206 .f 25s. 47.6 .f 0 s . 23.00 � o 29 .7 14. 00 -Second Floor Master Suite- - = 1 5 0 x 13 10 - 207.45 s.f. 7 2 60 s.f. 13.0 % 26.10 s.f. 13.0 % Bed Rm. 2 # Bed Rm. # 3 - - 1 1 - 3 x 15 0 - 168.75 s.f. 15 O - x _ - l 2 0 - 180 s.f. 1 18 4 s.f. 22. f 0 s.. 11.O% 12.0 % 17.40 s.f. 17.4 s.f. 10.0 10.0 % Bath 1_ 11 ,- //_ , 9 0 x 11 0 99.00 s•f. � 12.00 .f s 12.00 % 11.4 s.f. 12.0� 0 No Date Rev' I. e u, 4. t'' • it „ I. I { 1 t" yt, Y{ ,L Y. 4. II . I, a k,l • I a ,,, t ;rr 'ea t Ir. xFl t fa L_.t �I .. I nl. I 1F� y es., `t9Y+P8il gI I Imo. „yt;.,. I J Cn w J i I A R" W^` I,I � 1, 1 cu ct, 10 t 1 f U C Q N :a.. r I 3 I �n I. r. hl O C331 Q rill, �,1 € ,n I 1 .:.,... [. .. BE IN WA ._ _ G WALL BELOW B 0 'lvFio' `\\\� ' . .: W 1 VI f r/t Ott t h L•r 1 1 V 6A I ,� ;,p, •., ::. I t I 1I. io \ TO BASEMENT B Nr SE E 6 7 _ _ _ , 3 2 1 � 2 6 _PROVIDE! �P rq[ �� rxur.STEPS ST a {, i I 1. . , , ... , ty r a � C. _ , N D SK UNIT E 4 0 a A S QUED RE :< ! .. i l, _ A O _ »r �� ., a Drawn •e. , {h. {. .,.. N ? 9-0 CD. 1 ,. „ _ , 4 tY C ,. n 23 5 » L 3s R : A 6 -8y2 6 -8 s , .3. ., , 9 5 Two Car Gar Garage [ . This at10 Fount n Plan 1 is , I •..., OAK TREADS 4 S A _ 3 DN .� NT rn s 4 o 3�a r J � I Z o t� g g �q q� @U7� $ �R dt% ( , e PEKE RISERS OAK RA P�_� it tr] „ _MIN... 13 5 4 CONCRETE A E SLABS ON d ,. , , BRCH BALUSTERS ., CRUSH CRUSHED STONE W » » LL' t I #� TO BE DET. BY 2 6 3 �2 X6 _ s xo 1W.W.M.W. M W V ER In N GRADE .r c, \ I _ OWNER N -o n 6 �� ., .- !c It) I Drawn A ed B . Y ilr. I.< z .- I .,, BEARING WALL , ,, ,...:.F. , _ Wo . , } L EL TO BASE mrlrg NOTE. PROVIDE DE 5 8F.C. SHEETROCK z a :,.,. DorothY& Luis Code oo , Dining l o ON ALL INTERIORIOR ALL & CEILING U ILNGa z tl , I. � I. V CJ OF GARAGE o ,C:') Foyer �; .: W 0- M �. i. 1 I , "CD I TradltlorDesign Associates _ 3„ s 13-5„ r 11 _ w. _ Y :. 10 3z .. u, a I r w ` D a n a. Ir I P 1 M acheco g. B . V.M.P.Vr ..r , INSTALL HOT &COLD . t WATER VALV® b , -o GARAGE WALL Date: Ja 4199rUr �$9 I AI RS N � �E 0 IZ° SOIL LIfES >z urEs �.. ANDERSON NSULATE"PECS I I I � , t o . „ PERMASHELD CW25 „ R _ _ R,O.4 9 X 5 0-3/8 .k,., , n _ _ 1 0 o ...� t PERMASHELD CW25 I!` N _ Scale. ,�. s Noted ,. ' _ I 4 -0 . 4 -0 r: #� _ I t -;� ,. - -' R.O.RO.4 9 X 5 0 3 .8 �.. 1 LOCATION OF EXTERIOR 9 0 X 7 -0 H I » 0 D.UNT „ 9 -0 X 7 - 0 OHD. UNIT D -" 980 7 Comm. No. 2 . HOSE BIB , r.. U X 8 POST Yr BRICK I WRAPP DETERMINED BY OWNER - _ _ ;FRONT a STOOP,t„: . �•� �� ` Fie Na. 64 . ; I f }, - 5/3 X 10/0 CONCRETE PORCH 57 ..,W CONC. STARS pFT .BY , ; I, 1, • ., FINISH GRADE u ,: , 1 3 :1 12 3 1' ; 0 ,2 6 -0 I , 1: - ... ,. ,. ° i I I � I I-- -- - --- - - — =— — -- -- --- - -1 ,- - - - I - - -1 I : ! � I - ---- I - - - -- - -- -- - - - -__ - - -- - -- - . — I I � . — - - - - - - -- -- -- - -- — -----",— --- -- ------,---- I I I : I !:t� 1, i � � 9 '�'� 14, , :, �! , .I �, � I --� . I -- — ,— — — -----— --- — -- ---- , . - . I . � � I - . , ,;, �, - � , 14 1! .1 " :I, , - � I ,� I -Z il . � - 4�' '14 - , I — --- - -- - - -- -- - - - I I I I I I , . . , I It, 1411 t, , , I't I -� -- . --- --- - - - - :- . I � , . . 1.� , I I --, ----- - --- --- - -1 -- - � - ----- ---- . -- -------_��- I I I I I .1 � �. i. � � H i , . ; !� — -- --- -- .1 - - I I I I I q I ,. I:, , , ; I , "'l, . "O " I . - . � t - � , lk -, 1� -�. � . ;,I,� $, 1 1 .1 i . . I . f . to ".. ��P'!,�;' � . I I 1, . . i�!",`� , �'�V ,.��Pt��` 1, I � � 11 "', ,�i . �� , "I l;1 � i - li� , . . I I I ;1. , � " 1- i�l � i I E,��! . I I � � . . . � . . " � , ,4 , 1, � ,,.� , , f1t I It � I 1, I ,, I 4��Iill I I I . I I �. � - . I . � I ; , :, � 1; I - 1 , 1:, 1,,;", � ,,� �! I I I .. I I I I I I . I �1.1 � I � � � . I I I � : � , , 11 4 . , ,;:, , I I , I A 5; � I ", � I , : , � I I � I � I � 4. 1 � " � -�. 1, "", � Ill 1, f , � � . I z , I I I - . . .1 .1 . , �, �' '� , ,i ,, , , 1, ,� ,i�;it,-; I I I I . I I . - ---- I I ,:,;� i � � , ,;�, � I ,", � �', �, ��;], 11 -1 I I 11, 'I'l, � , I l, - �f,', I . I I , � � It , , ,I i , , - � I 1 1 1 . � I I t, I . ,I �;4� " , I . � � 1, " I I , I � � f " , I.. I " �l " I 1 . I I I � I , , ,I,, ; � �� ,;,? � �� t I I �! :::� : - I . I I � I , !, I'll . � I I I � , 1, I I t I 1� I i il! � , , . I � I . - � I I . I I I I . , I � , I 111:1 I I I t�, I I I i I . I I I , I I :, I �1 �'!t;,,,!-`��i� �� I �! I V II: 1� � I � I I , I f � � � I 1, I , ��,l, �11�� , I I I I I I , I I I I I , i f . ,� 11 I I I � - � I � I . � � I .1 Ili 111" i � I � I � � , : ,� � , I I I - 11 I I I i , � !�Ill, , , ) �1(�' il �'fii I li -I i! [I !� 1 , � I . . � I I � � : I , P � � -% I ,�, I t I 1: . I I I I I I I For Construction ' 1, ,� J'Jfl,i� P-- � I I . ,) ': '.,!�:� . I 11 11 f , :11 , "�i�,' !�,:� ,�,f 1� ,"! I i - � 4` !,:,111 I * k I I ,:::.��il� ,�. , I . � ,� � �;, , I - � ,�,!. General Notes: ,- � I I Typical Roof Assembly I I , � � :, 1�'11, I. '1�i�" !;� 11": I � I - I I I I � 1 � I I I I. Ri� , �, �, "I, I � I I I I I ,�� P-� IT � I � I �... � - I - � I ,� . 1,, STARWAYS: li;:� 5. DIMENSIONING STANDARDS USED WITHIN THE DOCUMENTS ARE AS FOLLOWS, UNl � I . . 11 - Pii �,Ir-vl ,-,�,, ,I I . , I , I- � , itifl, 19.1 il�i I !,: C� . ANNOT GUARANTEE z I I I 11 t�� ,�! . I tr� ,,, V, WHILE EVERY ATTEMPT HAS BEEN MADE TO AVOID MISTAKES THE MAKER C I I .., T',��I� ,��'�11;11'1'1) '. ;.� I I , A) REQUIRED STAIRWAYS SHALL BE NOT LESS THAN 3'-O' IN CLEAR WIDTH. MAXIMUM RISE I . Architectwal Roof Shingles 25 yr. pro rated I I �.,i:it', �i ,t, ,,��11.1,,,I.rt, I I I M ,� , I 'i WITH THE LATEST � I . OTHERWISE NOTED: . I I , tC ',! �� " 11 i . 4i , , , ( � , I r'! !. 1�I I " , , I � � , , 'I , t, : 1 , �; I "'i �, j� 'k, � F� Vi - � 11 , : , , . �,GAINST HUMAN ERROR. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE -1/4" 1 � A.) EXTERIOR DIMENSIONING AT BUILDING CORNERS REPRESENT AN OUTSIDE OF STUD , . ;t, w/ cont. ri,�ge vent . Dote Revisiom ll� �, � It, , 'r. 'I I.,;) i, I ,�,, I �� SHALL BE 8-1/4"'. MAXIMUM TREAD SHALL BE 9" WITH NOSING NOT TO EXCEED 1 1 1 11;1 I . I No. I I �!, `,'r;'��:','�",�",!10 �, I EPITION OF THE MASSACHUSETTS STATE BUILDING CODE. PARTICULAR ATTENTION TO I I 11; .'I I 1 -, i,� MINIMLIN HEADIRROM SHALL BE V-15" 1, I I I � � I I ,�,,tci � i�,,pj! I I - I 'i. �,',�� , ,, mvli� 1, - elt : ,�i ; , �r , f I' I I 11 I DIMENSION. I - 15 # Roof F, - 1. i � � t, " ill JA �'qi�k,` 11""', I I ,. I , 1- Q3�,��"',.,!) A RTICLE "450 ( Precautions During Building Operotionsl ANY CONFLICTS SHALL BE t- I � �, 1111 - - ''.1.1-j., �,- I �, � 1. I NS I'l TO THE ", Ill, ; �-i - " �' I � r. i � Ili �tl� � I . I I - ''4";�� TO THE ATTENTION .OF TRADITIONAL DESIGN ASSOCIATES PROP TO THE B) HANDRAL(S) SHALL BE LOCATED IN EACH STAR SYSTEM WITH MORE THAN 3 RISERS. - 8) EXTERIOR DIMENSIONING AT WINDOWS, AND DOORS REPRESENT A DIME 10 Metal drip C,,,dge I I �', I ,i,1,`1,'�,`,,1 �,,�;,Ilj , %, I � I I I 1,�, ,, 1, ,,�j 't�l,ll , I il " 'Id� 1,,-P�.�,,I,Jo:- r . - 1 z I,� I . Q,,riI,e' � 11 I 1 , . I I , . I AT A HECHT OF 30" MIN. & 38' MAX. MEASURED VERTICALLY FROM THE NOSING OF I I 1, CENTER OF THAT OPENING, FROM THE CENTER OF ANOTHER OPENING, OR THE OUTSIDE 5/8* CDX FFr plyw'd sheathing wl "H" Clips It', i 41 1 1", 11 1. 1. . - �1 ""; Il;ll, .. I I I I l', , , ��,,11 �- I �:,&'�t.� �' , r �'11 ;4 .� I �-�,- . I In ,;. V 11 I .1 � 11 , ; `Pll;11.11�, , 1 COMMENCEMENT OF WORK. I f I - I � UARDRALS, 34" MIN, IN HEIGHT, SHALL BE INSTALLED 14 FLOOR PORCH, I OF THE STUD. � I -Engi `dJ Roof Trusses 0 24 o/c I �:"� I I I �j �',�I ��,"'i�� .I� ,,, �, - � , .r � THE TREAD. G I I Pre . !, i , I�. .�: ". 11',Ui�t �� - . �I'11",�, 01-1 I , , Y"I'lliii1ld" . ALL ELEVATIONS ARE FOR REFERENCE PURPOSE ONLY, GENERAL CONTRACTOR SHALL BE AND/OR BALCONY AREAS MORE THAN 30- ABOVE FLOORS OR GRADE BELOW. MAX CLEAR I � I - C.) INTERIOR DIMENSIONING AT STUD WALL REPRESENT A DIMENSION TO THE MIDDLE OF I I R-38 Kroftt Faced Batt Insulation I I "I I , . , � � il 5�,` ,� �j VIN I'' - I , 11 , ,� , I I A - i i", " � � � , 11M�i �- , I . � I ,-� � I I � I OPENING BE , I x 3 furrinc E . I If, �i .1 1. , , 1i t. I,Ilt � � .1 . I THE STUD UNLESS OTHERWISE NOTED. i ,; ,,.,I � � , i - - 1. _,g 0 16" on center - tJlll- ��. l�. ,,;,, . 'J�j �,�, k" l� - BY ENGINEER TWEEN RAILS/BALUSTERS SHALL NOT EXCEED FIVE(5") INCHES.' . I -, , I I I ��' ii I �i �-I'j- ,� 4: � li� � i ' , . t�� RESPONSIBLE FOR REVIEW. ACTUAL ELEVATIONS TO BE DETERMINED IN FELD I I 1, � I * . P11", � Rtlll 040111 il, � 1 . . - , I ', " " " � �I, I , I � , 1".. . i , �. -��'yd 4,6'-U,I lq�, t " �� i'� ,�! 1! I OR AS SHOWN ON SEPTIC SYSTEM DESIGN. ACCESS HOLES FOR WATER, SEWER AND OTHER I C) PROVIDE AN INSULATED DOOR @ TOP OF BASEMENT STAIRS, OR INSULATE THE WALL AND ii"' 1 1/2" Blue Ooord w/ skin coat Plaster I Ji I�v 11 ��,, " I 11, 1, � I � , � , � , I , I . I 1, , -� ,�, "! t , I � UNDERSIDE OF STAR AND PROVIDE AN INSULATED DOOR 0 BOTTOM OF OF BASEMENT STAR. . 6. STRUCTURAL HEADERS & BEAMS SHALL BEAR ON THE FOLLOWING: I I - i ", v j 1, , 11 1, ,�" 'I'' r 1, , ' ,,, UTILITIES TO BE COORDINATED. � I I . . �.: ,4, j, 1',!J ?i 1! ; ' Z ; ! J, ,� lC "I J I I I - �, "I �; i �,� I � I ,,, , 1� N$ 4 , , l I I, * 4 I � I I e, , A) DOUBLE HEADERS SHALL BEAR ON 2 - 2 X 4 STUDS 1 12 1 q� 1'�'L�"'.�!Itj� "l J.� , , �',��!�)� � , N , 'Iffli,,,;� ,,,tj� - III - �, � , � I I I I ,� �!11:.�-�, N �,�� I �II � lill?,�� "`:,:r ,� I ,V,� lt,j �,�!��,�:�� I!,44-1,;'l, 11- -� I ll I '' , I I �;" I ��11-fI-I, r ill " b , , I � il, I I , I � I'll , I El " it '119 I �i 1-1 I � - � i,, I I, I PROVIDE 3/4" DIA. ANCHOR BOLTS 12- FROM ENDS AND OPENINGS AND 7'-O* ON CENTER WINDOWS: t, I I I f,it 'I i, , , - I I, 1, ,11 I , � , , ,,, B.) TRIPLE HEADERS SHALILL BEAR ON 3 - 2X4 STUDS I � � l,- � �.Iii,i- , il."!; I �, .,,f I ,� I . 8 1 P, I �� , 'I � - 1, I . i � ��,,,j� � I �,11��if,-;, t, ,; kir". I � : I , I 1 �t I � 'A :il"4��J I:,ii.i I r I" C) STEEL BEAMS SHALL BEAR ON 3-1/2" STEEL PIPE COLUMN. I - , N` � Y: � I 1 �., � I I., 1:�Jl"t ,,I,;[ ',,:; , 4�,�I-r,,�, - , , � RETE USED SHALL DEVELOP A MIN. COMPRESSIVE STRENGTH IN 28 DAYS A.) GLAZING CLOSER THAN 18- TO THE FLOOR AND EXCEEDING SIX(6) SQUARE FEET IN , ,, I I 11, I %,�,j � ! % f� , -, , , , k.-ir, i IT 1�. ,7 1 1 11 �,'� , , , , I f,�, � " ; "."", �,;-� it , ,�:Ip I I I � " " , I �i, � , r , 'L, ALL CONC I -"_r D.) LAMINATED VENEER LUMBER (LVL) PRODUCTS SPECIFIED WITHIN ARE SIZEb FOP, Note: Increase Heel height at I ,;', � '(� ',,��,',�ie,, ,�l�'�,.,j", , I I . , . AREA MUST BE TEMPERED. — I "', 0�, ..., I, ,, -i' � . 1, r 1. �, "t �Irl I , , , ,[,;,�, - - , �*X�,�I' ;, - � �, . If , : AS FOLLOWS: � � _ , I �,t',.� " 1, � 11 ''. t1lU .11 � I �10;�j B.) EMERGENCY EGRESS, SLEEPING ROOMS SHALL HAVE AT LEAST ONE(l) OPENABLE WINDOW ""� MICRO -LAM BRAND. IT IS RESPONSIBILITY OF THE GENERAL CONTRACTOR TO \,TRIFY AND I exterior wall for increase depth, I � I - ------ ;4,trj,-,"l',,� .I I - -,;. r I", Ill. '�11 i � I � I -'.. I ; f ", , ,I . ', � �r ! ' "� I' I I , , --, , � , � � OR EXTERIOR DOOR TO PERMIT EMERGENCY EGRESS OR RESCUE. A REQUIRED WINDOW MUST BE � of insulation required I ,C �-,-- - �- --l'-1-1-11-1 � - �,�-! , �rK. ��,-, CO-ORDNATE ANY SUBSTITUTIONS. . �,A�S�Swfti,---,-- it-i- : �!",''�-;,I.1: '!�? i �` 1: i� i, �,,� ��,11�: I , , - " 11'"It.-WS I ti I , , Z, - ,I' - , --'' 11 �"`Vlrsz�:A 1.4 ,it SLABS & FLOORS 2500 PSI I I : - - � - - 1.1----, ," � ,- I I II , �, , I I J�, ". , 1, . OPENABLE FROM THE INSIDE W"ITHOUT THE USE OF A SEPERATE TOOL, AND SHALL CONFORM 'i 11 LAMINATED VENEER LUMBER SHALL BE HANDLED AND INSTALLED IN STRICT AC(,'ORDANCE, I ,�, I I I l�! .jj)'! " � �'�. WALLS & FOOTNGS-3000 PSI I � I . I I . I q, 1. t - - � , I I , , i" I I - I � I . 1. I . I I'�, � I J"fil: IN,!`,�i, I ( 11 � 11 I ! . TO THE FOLLOWING: z WITH:THE MANUFACTURERS SPECIFICATIONS. I I I I., ,;:];� lf�n � �I � % " l, fit � I , .11 , I , I - . , , � � 1; 1 , 1, '"' 1, �. ,;, , � �� "I � ; I I * , .� 11 . I . I , ?, 1 4 1 1 1 BE AS FOLLOWS: -FOUl NCHECS FROM THE 1, I along fascia I " I , 11 ,�i � I � '11, I I I I . , I Ix Block Strip cont.. Cf) I ,'�I �v%i, " I I, �� 1"', � I � �,ii .1. � ��! � K11, , ��, � � Q) u) : I!,Ii�ii � -,� 1 �,-#J�14 1 � I I, I ,��l , ALL FRAMING LUMBER TO BE USED SHALL 1. THE SILL HEIGHT SHALL NOT BE MORE THAN FORTY it 'I , I �,l � � I I I .1 � 1. i, - � I�'l , "� �.,- 7. BEARING PLATES SHALL MATCH OR EXCEED THE WIDTH OF ALL BEAMS THAT BEiR I ..; " I ,: L, ", � '! , i. I , I - Top P I a t le li -.-, I .C�t 4!;��j!:�� I "! 1�;i I ` a) - lll� ,, � ��- �',, JOIST, BEAMS AND RAFTERS TO BE SPRUCE I I OR BETTER MISH FLOOR ,� � � i I i (MIN. E= 11,400,000) ", AF"� ,p , ft 11, . i i r', I I I UPON THEM. ()�)�1)()()�)()()()()()�)�)�)�)�)�)�)�)�)()�)��)�)�)( 0 (D' (.0 i; I , ,, � I i '- I I I 1 -4 - :� 0q4'1t1M!, , I � I STUDS TO BE UTILITY GRADE - q � 2. THE WINDOW SHALL PROVIDE A MIN. NET CLEAR OPENING OF 33 SQUARE FEET WITH I I - I � I., � . Fascia Board to be I x 8 spruce I 11 1-i 04 I 'irP �flti! � �,'r,,� 11 � , � . I I � 11�, ff- I I I i1i fCl,,!� � � ,jq i �: � - 11 ,,�,t 'i 1 1 14 � 1, I I I I cc r- ", 141 ." 11 ,.�, ,4 . , � � ' I . I , I A RECTANGULE HAVING M14. NET CLEAR OPENING DIMENSIONS OF TWENTY (20) INCHES BY . , 8) ALL DUSTWORK AND HOT WATER PIP14G SHALL BE INSULATED AND WHERE NECES )SARY, wrapped with aluminum call stock 0 I " i I i V ', , 11' r I ''� ". "., � . � I , - I I 1� 1� I . Double 2 x 4 Top Plate I M CN 4� � III IV ,i I it , " � , , 6"!, !�, 11, .11it 6 � - t I TWENTY FOUR (24) INCHES, 14 EITHER DIRECTION. IF A DOUBLE HUNG UNIT IS USED I A VAPOR BARRIER FOR THE DUCTWORK TO PREVENT CONDENSATION. w/ vinyl vented soffit panels I ,Il,� it 1,�11! � li�!�i. qi,M,l it 4 ,il I . I I . 1 conit. I �, , I b �� " l� I � 1, � �' ,I ,, - - I I I I I - , �`� I 0 C: � ; �: i� , �� i ,, �r i,�!,�,:,! IL'10�� ,, � , .� I , � I 'oo -37-71 I ti �-�` it ,. . THEN SUCH DUENSION SHALL APPLY TO THE BOTTOM HALF. 11-1 W/ Seamless Aluminum Gutters & . 1AM �� 1 1 '""'', �., �,:- 1, � ,, � 1, , ggI. (f) .g ,< " I �,��J� ;; �;�,� � 11 �Il, ljl',�Il;'01' I I : I I -� 11 ti ,6 �� ,lt I ,., I I I i I � :, . I I 1. . I -1 I � I I I ,� _� ,;,tl;ll., 11 ,. �� - .;I, '' , .. 11,; "� ii I , t- I '\\'-- Doullble 2 x 10 Window Header - �Ift - , , I .1 1 4 �: , � I Downspouts 00 �- I 1 J11 - I I � I � I . U .M �, i �� , ; ,� L'; �!�� I I � l J .4 ��],X,! " ,, : il q ',it I , I � I I . < (D , � 5 t I X "; I I . I I I � ., I . I �� , , . I . � I w/".1/2" Plyw'd filer :3 ,, t, , " I I � - ,t I I I U-) , 11, t1Y I t I d $! �: I I I 11,1 I " a) : pi !,,,�I:: �'; : � �t� �11 - �;�'3�Lli;`- I I I , I �� -4-1 � I j - , , I ,,, I � I I ' ' ,, I . � I , I � � I � . � , . , 1 1 ,�rj � i �� 0 � I 'i � i. I I , I I , ( I I I ,; - I � (n . r 11 V � -'� .,! ill I 11" 'D ! il It ,Ii-� I t'l , , !,) ell 'I ,j�� ;,!,��, �: r I , .1, � , M I ' I I 1 12" C t, , 11 ,jil; 4 , I, 11 1 -4-0 f: , �`,-A � I I I I i 'r ' � I, ll I , , ' I I I I . �� , I I I I I I I I I , - - I : I � � , , I �" . I � I I � FIRE STOPP'l-,NG REQUIREMISN'T � C-1 i3p. - I'll "I , � � . � I , � I I � I t I ( 0 (1) I I I , � N� � ,,;, ij - ill, - , I I I I , I . I I I I U) CN . I 1, �-�I ,j� ,;; - , � I if 1 " I I I 11 I cy) U %- r..- l� �6� 11, I I - I I . � ,,,;, � 1 �, ��'�,; I � ,Il ' '��J,'t � �,p�,!,�, , I I I I � �:, I Pl-metrations thru rated walls and floors shall be � P-M I Hii',,�� ""., �tt� t', I I -- . , . . I I �� , W , Vp"'�"-qi" ,, � Cos-,,ement ,IS, ,,,,-,-? El'�11 ,I 0 - i�, � �'i, I It"t.: �,' , - i-RA11 , �r �, �10 - , I 0 --,, E oo� I 11 )" I I � I I I , ,� ,� — I I.. 11, �� J IQ"" 4'1.11�� I 11-4i I � NI " . , I I I I � .� Sealed with a material capable of preventing the I I I � -i,L, vrd;A� I �Ql, J,tt, r I�, fit, " ". "I ,, � - � I / winc�ow unit I I 0 t I t! - r:, � �4-1',Y� "I r r CD �. I f I I � 'Ir � � �, ��, 1 t, � . ,,� t -i'l-, It I k,�� , I i 11,�i�,� I �'i , , �,, U,A�11��, I I ,.; Pass, ge of flatmes and hot gasses when subjected Typical Upper Wall Assembly /I/ I A,- ----- ------ - (D cn V) , �! , 1 � V _ - " �i Tf� VIPli, I I � . I I I I �;- I I � I -� '11, � ��!' 1� .11 i'P, I " RI - , . I I � I -;- - I - ","'', , W ,,, C , �� it, 11 I _:,- ,, q., I pecific t' I .. " - �� I I to �the rc Jilrements of the Test Standard s . -0 6 >4!� 3 I 't � I RNWA& ki!11411.� : . i �it 13 11 I I I - - - - ll� 11'1,��il:l L:,; � , � i , :'�',�, �,Jjf�',,Jt� " � I ' � . � , I r- 3: � I i 1. I . I Vinyl siding I � 0 a I, , I I , r'� 1. - . � ! I — =3 , 11 ' - I - L I I .111, for Fire Stops ASITIM-E-814. ----- � , I Tyvelk Building Wrap � 0 LZ ,;' I, "I i`111111;1," ,kl,`,�.� I I I I I . I . I . . �j��'l r. t'��" "I' _ " ii I : I I I M d� � )l �,J,% �,] q �1','!�,fl , � I ;;,I � I I �,�, , r � ., I , I t I 0 I 1, , I , ,� I . 1/2* Plywd sheathing � — "M II" i� -,, -�, � , ,, ,, , I ',��; I � � I I S: ..."III (3) ll �Ii' I , "W!''J"; I , . �I. I I Ill- 1 44--I"', �Iji, , t, UIIN; I I I I I I 11 I I I C I - 16,00y.-T,�I;lil�l, I t I I 1 2 x 4 Studs spaced 16" a/c � .1 � �� ! 'VIIII,, I, I - � I 1, I I : 01 ""' � ,f� Iiii-jk! �;! !, lli�i I - 11 � I I I -.,,I "p�ii-,"', -f � . I I � I . I - , I I 11 ` I I.- Q�l 1" �-J'� '' I 1, I � R-13 Kraft faced Fiberglass Batt Insulation - - 0 (n 0 11i I ' - �t I I - t, �i� ,, 1. I I I I . I . 00 I � — — . . I I � 4 L.." , "'t rI lifi, 451�,I�� '�'��!;'t'j�',+,�.X-J, , �111T,)" � , I . , '.�. �,&��% , I - I lillfl' I I - I 11 � I 0 -n . I . . I I 1, � L- " !] , . � " ". 1i; , , iip,W� � I , i� - � V I YOUF1 DRAffl?4G k4UST BE KEPT 1/2* Blue board w/ ski Plaster - I : -+--J 0) 1. I L IN, r . . I �. III - , I - I I " !��:,�-i! " ", �'i��T;,I-�j I I . I -%_� Ill- : "[j� I I � , I � � I r AT.THE BUILDING OURIN(3 THE - I C � 'Ag � !'I Yl�'llr)$�l t I � � I t'; I I:--M1 !,-If�-, ro � �� lljf�l I I ,� I I I . ; t-N-11-,"r, -- -0 IQ, ! �l,.,11101. - "; I 1 38'-O" -,T 0 1, J�j K. � I � j:,%q,;,_VI ll� iI Cn I jiI1r'1tlI � �1117 �k, 1�[-)- I I , — I I � IN P-"Ic PROGRESS OF THIS WOR' , -MU&ME�7�w, 1 ' : ro;P�,! il" 11 111��- - ,� . M I - I'.- rr " 8 -11ii 111Z�.�,, . "V I I.. , I , �, 10 I - I " I I -r TOWH OF 011, C� �, 1.11 0 (U I I , V 1,; i I I � ,. - , , . � " . r - �,; � . I I -,-,- I — --it, ", N 1- " i- It, " .I I fi.�', Ir �i i .� I � I 1, "i I � I., I I-," i I I - I � I i I'v! I I I I I I I 0% - 4 I Efi 0 U TH I , L.- M I L; - "wi It I I I BUILDING DEPAMMEN E 9 " - . "i"", ,-� wp, L il I I .. I I I I � I o 1 ,7 4 i � , r L 7 , - �? ;41!1� � , :� � ", il It If I I � - `-Y -4" 9'-6" 1 1 4�k I �; I : I I , gl,�'�Ill�li4'� " 01 I 11 i, r v,,-,,I+ Si R �.( 0ORD Fu ,� I-- , f,�,k� lov.ltjri�' . 1 2'-6 ,, 1 9'-5" " I 11 I 'r 5' 1 Ile 2 11 �, I � -o A s B 1- arvey wiast be I Tovin of Daft0VT I I � � � i T 1��!' I �!�,,,;�,T, , ( , 111I 10 -- 10 . I ,. I . ,-71 ;� ilding � I , � I � 3 �� ,,�,3(�, " ji��,R't,�,,;Y,NVY -11I I . I 1 - I I . I 1,�, -4!1,-y itted '.zo Ithe Blu P"y ()f ThIS Ene-mrsigid i�l , .�'j, j�i;' � I I 'r. 7�. A Cof RE - -- .1 � --1-.1 - I P- "'I rjj,� . . � �L I I I I I IN I" , I I . I - �'11 �'11!11;�� "�! 1 5,!.',,100,11� ., ,� . I I I � � I I -jor to;Calfing .fQr - 0 1 Ili I , , I . I I I . -gL plar, 11flust Be Kept On S k Typical Floor Assembly . 11- I I I " , �l lil"ll'Ill 't�r i[Il," , il'! Efl,j;, I � I �Dcpt- P I ite I - , �� I I I 11 � . I �1� � I I,- I � I I I I ,,,,, , J,v ", i 11-1�f i ��10, I - � . "I I- t �� If "Ijt�jl � ' ', , ., I 11 I 'I�,_ ,�L , 1�;'il 1� '' ,� ,f_ �' ,"Ll,r""flQ11A I � I ins.,p 1olater Z!0140,;T,UBE � �ii I , Ourif - . I I I I � I I i' f07, Iiidation ect. .10 caqgt " - I Pre Engineered Floor Trusses spaced 16* a/c I'll, . I i� �,� � j,rl;',11 I , - 1. , I a - IV SIZE AND- 0,-,ftT.4 Dztc Lo C w/ 2 x 10 Cant strong back as directed by mal �l�, � 1-11111&,-ti� I �I�f jN�'i , It""t, It - i , , ", I I I � ;ap � I 4:% ; I . 61 � q fvurther const . r, -----J-�� w/ 3/4' T & G CDX Plywood Glued & Nailed f'l,!�:i,4,,f, ��t'!'t !,� ? ��:, " � � I 3V2' ?---)� � 4 �1"!CTION 15 REWIRED BEFORE ,- , I �,;� I'll --I�l :; I ructicd. - I I I -0. W-61/4" 1 1 1 Ill: 1 I I I I it, I � - ,�v);` 4, I 13 -10114" 1 2'-10" -5V 11 I I 2 . I 1 3' 1 THE'CONCRETE IS POURED. I � -1 11 �� ii" �I,,Iil I � , V .!��, e ---7 I 1 1,;Ul'l� �, �! t, ,� , 1�, 4, , IJJIII,� 01 - 11 11 I � I A , 11t,J I — - , ,� 0 - � , I I r I ,,� - ,."jr , I J, �� I I � 11 I , ffit 'Irl,"l I I � o r - - ---- --- - - I �1�11 ;�iz�'y ,,,, � -� 1*1 I , , I I I I I 11 I BUILDING DEPARTMENT Ai � � � , I I I y � .1 I I . I I I I I I . I li, I AF`� I - 1= ....... ,�� 1�'11�c� 111)�i�� i 'I, I' I I I I . I T01'vn Pf.PartM. I ;1 , k". I � I W %1`1111v� I .. � I I AWERSON I I AICERSON AN)ERSON I 11, If I I I I � b , I � J IN "" ` , � I '41101i'10]r, , 11, � � "T �V , - I . I I I , 1�- I I I ,,,,, t,''I I 1, � � I "PERMASHIELD IF CW235* "PERm9w # cwv I 4=0 !lqht��Ntk,!, 1 ''I I AND" (14 � � - li�rk,i! - " , ? -"ASHELD if CW15' -PERMASH11D # CW15- I I , I : I I ll� , I I Ii ""I � ifir � I 'Ir I ; -_c 11� , , R.O. - LY-4-7/8'X 5'-0-3/8! 1 . t RD. - 4I-Sr x S-5-311r RJO. - 2*-4-7/8'X V-0-318! 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'ii t ltf,�r, ' , I ' , I I I I I I � 11-1 I . . '4'I i f, �, "i" , , �,, I I I *� k�ii','l . ,� � : t . � . I '"' - �111-N , I I � � r - t, -J .11 I � , I Proj�ct Name: , ,,, � " t, I , . I- it] I I .1 , ''I � ; �, ,�]' I I 1`1 ,.: Dot ' , I � , i � �1, 1 , , . � i. , - - L - 1. r � I . �, " .. - G'��-� r I- I , : � Ltl.!�1'11'':� L�� - �J or-72" X 36" WHRLPOOL ' I I ;a I : L I I �r' I I I t " , 6ble 2 x 4 Top P1 e -- 1 x 3 Furring 0 16" , � 1-i =;- I ; I � -T � I _ _� I I � ,! at 0 (c lli'.�, �fl""�r� - :1 -I TLC � r � � - � il T,fl, I I , 5 L - I- 7 I ,, r I I , r. �� , �I - 1 7 1 1 i".. I - , , . . III,'n I - I ,_ �� cqrnf. , . 11 ij� �, i � , I . I �!= - I I! I -. . I . W I t�!,:- I , �;'-,t;,-7 ;" �,� I I - , � Lz I � / 1/2' B& bd. skin I . � , , -- � r, e *-- I - I � I - , I I , 1 I I I �, �- i ,,-,�, . � I I . � i I . � �- I it I i 'e, � ,, , '4`j'f' I P'Ll'E I I � I I;r I I �=-E - I � 16-1- L��,� I I I I it" I L. I . 1 �:, � , -,: ;- � I I � ; I - . � I �,� � I . 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I I I 0 1 1 t r I I I � . . I I I ""'it". i-;vaj t I I � N C� - - . I ,,, �r I � I 11 ,A,.Ij,)i�,�'; I, , , (3 11 " . I z - I I , � ,��. - I - � a � 1. ,I- - - - I � - - - t- I I i ----- _-I � . 1� .� ,`�� 'I �I.j:�' �:tl:��,!,lEi, � � I . I I r - I , . . 1, t I i .,It ,� `�fl��41iri 1 " X, . I — = . I I ,. - , I . Z) . . = 1 , : : III , ., � " '11'�I,r -=-- - - . . I I ,� - ,.,f, 1'. � r I 9 I - I �� ,, ,I �t, I , == a. � I � . . . I 1, .1, , I I , I.; 61 ;� Lj�'% �f" l' � I, !I - I "'ODEIR0 : ,i-11 ' I . � Both - I I — I . ' - I � a � ID � Bed Room # 2 -14z, 1 1 �, � . I U I , I I Lt, ��"' I ,,i_,i";l,i'� � -ff) Master Suite I I I 'I I., �4�"''�'! . � � k— - --T I . � . . �,� ;�,' ,�t', - I ,��` I . .1 , " " i, 1, ,,, "I� ,� . , - I I - , :�,�� , - , , N - , '! . :A � �t - I I � - . I I I � - I , I , i C) - . I ^ :�'! 1; 1� , � � I 0 11 I LO I I I . j , . I ; . - 2 i I Q, e,-, , te I, --- . I � 1, � , . . le L � CQ�'-,oment � 1� I 1 I �- . I ,. I - I I . I I I L � � I , I : �� It, 10 U- A Li (7) 15 a == — I'- 10'/4 " 9'-4112" � - I .: 1;,l, :3 ;,; `1 I , f � I I . * I I . I � " �, , el 0 ) I,, >, . � � :::: — a 7 , ; . � I - I / wil� low un 11 I . � j -r � . " - - Q ,-, U-) I �,j � " -., :� �i? I 2, ` M -- "'"" Typical Upper Wall Assembly I 1 �1% �', L! - - - I I . . I . " "I "'' I q I I � " � I Q� -< 5 =:= I I I . I I I A � I � ,'I.�lj� , �� I �: 1,� �`, ":�,��"' '' - I I . � I , , , I ff') � � . ,, "i"Z i�,,��;�.,� , . W-- . I I �pii ', tt�.-�, I- t �"Iil ,� � I I t I , "!�� 11, � i, � I a U (? I � -, I I . I "' , , -W I I I I I !�-i, .,,�, � "t J� it, ., � I 0I -.1 I - -= . i � Refer to elevation for specific siding type 14- . ,, sd �,, I . I , . , , �,�8 . I . I I I �� 1- - ; '' I � I I I � I I I I I ''I r -, 0�tii, �'�j�; t1XI �1 I - �;�:l . . ! 10 I l W C::p I - --= N S 1, � . Tyvek Building Wrap "",1 :, 'i f 1 , . � I �e -, 2-4- 11 I -% � % I I . f i 11 - ", li,�!,�, " , I 1 ;-I I I : I I I I . r") I'� �i "t, ,�- I n I III � I - I C.D " ;---�' V— . I � � I I 1 1/2* Plywd sheathing .. _r�- - I I , � � ,11� J"i , �-jp,,A,,�T'o �,' . ,, � I I "I �? ? il �11�fl. - I , r�,;," �,""Ifl!'. "':'. = I , *-,� I I I - - I .. � I ., I I .. - i 00 r ,lq""h. it, li�;',�,,�,,� Up a -P - - I 1 2 x 4 Studs spaced 16" a/c -I'.r � " � All I , . � . I i I , , ,Li, -� , �, " .1 I I �,V� ,� __,l%` CI .1 L� i � , 1.f, I 10 , I I I Cr) - - "I��"�`. 4ill"i"I '�,� -�` ,:I,l�.11. I t! 00 3--lL ii I Lo t # 29 �,!i,�,�:�;;'o:,� � lix , I L ___Je' I -k,il�'' � i � � I t�giljf, �"t;�L' '1--"llt'�� ", i , , l" - W (n I .11 2 I � I R-13 Kraft fixed Fiberglass Batt Insulation I I , " I . - V) . I') I I "jjllJ,,1:i , L�.�', Ili: �� ,6, 1�":! ----'h q— 11' � I K =) .0011"t � I . I I 1,i4", 11 - . I 1/2" Blue board w/ skin Plaster I . tt�jr;` `.'j�tl I I lit � I I I'11':;,,'Ir� 'i itt -I " 'l � , , I X I � 9'-101/4" 4'-02- I'll 7 f , I I f;,� !11�,��,:�tl, 'i1q,'"', , * , I I * �- - .. � ,, I I I I I I - : J,, Il� 1 11, , I IL $ �-'. / " --/ ,� � It I I Millers Farm Subdivision I ji�ii,i,-, ''""r. lV�t-,�,,-,�,I ,� Wtl. .1 I., 'V�ili",',Iillt , : i , 9 I 1 i M., , , I I � I � I - C) � . - ` �,-� � � , I . . t I ; ., � I I 1 , Ilk �:� � �I �J!: 1;�I �, I � I � � ,,I �,",,�,! �" � ,�,, _ �,,�r,ri ,' 2 , ", , , , C) � I CN I l . I . . . � I ,t!,-"V ''R:', - : . i,��It, �4 I 1 'I I I ��, �, , , I , , , ,. I , 'I � I , L : . 2 - -1 I ---J. I,% I� 0 �E � I artm outh MA '' ' " : �, 1% I I I . I I � � ''I� , ,�'.. � I; �Yt i;' ,,� - Hallway - � 4'-O* BI ,- I ,r P-1) � � 1) ) . � , �,,, � I IQ, I - - r- W ,I I . - ,� I .Ili , t ---- - . � : � - '!"': ��', j�_, � -L �", � f.:� - 1� :7 --- I ap, . . I - I I .i� � - c I , % , % - � Ir �. " �f .1 1 , r") � it WK StW & PW 0 ?f All 11 11!l, 11 I I 11 11 Jill 11 A I . I I ' � L 1 , !,I;! r., . 11 . .��, t Typical Floor Assembly "'' I I .P I'l) ,I �,, CID , CO I -1 -,�!I'111'� � i�;; � . -,,,� , - I I '. " I I - � 'r; � , .1 ; 1, i "I" ff') C IWTI 11 I I I , 'I t'i ,; t . � . � I I i I -�� - , i " "I b", I 4 I � I . 11 1� - f 4 ;;J ��'ii I - .. I �, I - I . ,��,j:i )'", , " �� ;,!!, ` - I - I I , I , ; ;It I . � -- - OPEN RAIL I 1� III I 1� 1� �11� 1��Itj IV "I[ %W h X0 * 7r A". : �11 I CN � I � Pre Enginered Floor Trusses spaced 16" a/c I ,-r-tl.i, rl t-i., 11 I DN 11 � L I i : � I I'f�t I , 1, I . I � I I': ,,, - I , , ,� " I - I ; I I . I J�� : 1, - i",-f�4, - � , '' , r � � - f, ��,� � , �,,,,,r, , n 4'-O"g FOUD I I -1 4 ) � . I � . � w/ 2 x 10 Cont. strong Bock bracing on edge as rec. by monul. � -1. ',��tr� ' I �N�,'If i, � j I I I I I I.. �� ' �!!��'�'jj"'J r I I i i � I I - 11 I � I I I . -- --- - \/ \/- I �, i CONT. RIDGE VENT � � I w/ 3/4" T & G CDX Plywood Glued & Nailed ,, Dro,ing Title: I �"!�,1�0 �,�." � �`.�! �-tl "�i�f_ �,��f',� � r . I 11 N I � . I I I I . I I , ��-if""!�_�'� I, "',�'� � fN,!�:. '' �Ir; . I ; , I � .1 i 1 2'-6' ) 1% � I I . I . .11 I I I " - - I -,!! I I ... ri ; I "! �! �1, " ;�I- , , : ,;,�,,�! � i i�:l. , - . I : �� ,� i 1� I I - I �-' - I -1 . _ I �f I I -- . I � 111[l�jlfl';��l Z'� '� � I �!��- ,�; ,� if 11 I I f i i �,- I . I - - .. � I . I � o r I fflj-;�i�� :��,il' I `1 !�,�;� t,;,�: I 1� ill 11 I . I � ,11 I " ': '�:�I�� I I �, . I I - -1`I`,, 'i i", t�,,- I I I I I I i % . I I F i r s t F I o v A SECOND FLOOR PLAN R , � . i'' I I I I . ��;�J,,�! �', " " ��, l. ,, �,It�r L�"' I � � . I I I . - 31/2" , 4'-O�2" 4'444" 4'-81/4" t , 13V2" I I . � 1 � I I I I I 1--1L .11 I, �;!:,!�,�! � . -- I el � —� ;11,� - I � , I I I . I ; TYPICAL WALL SECTION I ,.- �� ,ti,) ��,, 1 . OPEN TO BELOW I I 11 - -1 � I I It iil i � ��,ll � v ��, "I I �1- 5ki �111 �, . I t ' , � 1 , I � [-,--Ir%, � � :, i : L 4�-111 I i 1'�",L � I'. �'l it - ,'r, '�, , I ' !�t� � ' -f I � l'��:'" ��,-i' ), ��"�,�L' . 1k - � Ie ., � . � I' 111,14 i .I�i, . ,,i.ii " I -" I ,1! i lI". , : : R . I I I Bed Room # 3 1 1 t, 1, � I ON � N � 1 �,� ,��!""�.",�!�,,�i,�;,�ll!�::�l; It -1 9 I L") W ,," -, -- I I I ;" ;r t", . �'! !,t` I., r�, "I 1. `111 1, � I I ii-f� r." ' " �2 41 11 > I - I z: I I � �;,.: . : . ; 1;� ej �11` - � : ,,I I 0A0 I � I ARCHITECTURAL ASPHALT � . . - I 11 � I 1. I I 11 1!� t" I, 'I, t� i � 1�li��j,�'i.'�," ['I-'� " �;"' r �, I C) r � VERIFY TOP WALL ELEV. W/ ,� I I': I �'11"; , - �,, - i- 1 141� , I ,. I - : r;, I � . I I . 1 �Vl I I � I ,� , I � !I if 0 !1 I I R M I ,� ROOF SHINGLES COLOR I - I . I I - 1�' .1, I.' k;,`,,��S-, ,'!I,, �� ,, � I � I 11 � I I a I I < '� � � :- � I � It". � '% I � 11 I", t �- . / 11 I � ON SITE DISPOSAL SYSTEM 4 � - - I L, I": � I ` - � , " I 7t 'f - � I 1 '---,'2 . 6 Pt. sill plate w/ — 1-11� -, �, U \ � -- 41 DET. BY OWNER It, . d ., - - � v", I �, 1 f6 �� .1 Z= , � L� , I , , 'l, I , , - - r / \ . � '_1 / I" , � I PLAN PREPARED BY PROFESSIONAL � 1',2 x 6 Sill on top w/ - Drow�g Approved By: . 11 i! . 11 . t I, LI, 1� , o, 1 �, �, I 0 1, 11 I fl� " : I - . , I I . I �, i 44�1 �!;��, , , "., '��, i% " " I I�� ,, (' �, , , � I I � I I I ENGINEER . I "' .' � - , � ,I - 1 . . I lt� 10 �. , 11 l. " : ", � I � , I \ W I \ . . . !sil seal & 3/4* dia. Anchor R-19 Kroft Faced . ! , 'Vl,i'i�i, , I , I / LU / . ,� 0 '' , ,�,�ii�� I � ��': �Aili, " 1, I I , , I I : -, �,,!i i . T, � -4- 1 . \ 1 , 1, I . � ' 1; "., 11 - " 11 , I I ,I d �i I- I . . .. I � � � , 6" Batt Insulation I I �., � I �, I I ti;l - I , I , . / \ / - I ,I I -O' on center I 1. I �1� "111;�� : � �1� . , ,� "" I / ., � �,;� ��,, 1, , , � I I \ " I I 11.11 � 4 . lbolts 7' 1 - -- � " � " �'!�-:�11.:�, , -111 1',,� it � I � , �. , li�, ,,r � �,��,,��',', ,,� � ,!, '!�.kvq , , " . �- I � �-z�� - It, . � . I -.- , � �11 I ,I ", , �, , I I - �!��,, Lit: I ,'' , I � I I I n (0 \ I I',, 1i d, �; i � F I � � i. I � � ;1, I,, I �.,� I I L",;�,��: :��I��,�I' ,,,,,,I z,i�l,"' I :il:i I . ; � I " i"i ,� , I .1-11� . � I . 11 . I i I 11 I -b-7,; _ "' !1,,,,,!!,' � � p;, . I I . ., � 11�� / � \ I O/ I / I", � . I _ . Approx. Fnish Grade I : `�!�: � r 111", ,11��,'�:,.,�fL \ 11 -1. I ; I I I I , . a bthy & Luis CodeV6 - I I I I, ,1,f, t�i�� k f �1 1�- I � / \' / � / \ 11, I 111L � ! . - I.f A I I L . � iJll� 4 11 , t I ; I . I . ri �i ,��, ""', 1 I I I I I "': t i tz I I 11� , I", f"141' � . �2 .1 i I � I " I : �� I��:1;1 I� ir, - . , , . � I \ (L :3 r '-., I I � . 0, � %L I . . , I ,,, t ,, . 11��t� r I �:� � I I . 1. - ,1� I � I I , I I I : I . I I �,,�tt),i ',�; � I � 1,� �, I I; t�'� ��,�� ii;, . W / I \ 1, -11 I I . I suffinin"NEEN" , . —I IM -1017777 4 � � I , I I I I I ." 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T al ,W all Sect.ion I ,� I "',+13.'�'�,o,' I L I : , lf;�,tjr,�.' I ;: '': ��, YPIC 111:: � I ;. ,,.:,�: � ,��.t� , -: I , - r � I lt�,� 11 -,�-', - It - I 04'1�� . , I I , . Scde: 3/4" = V-0" 1 1, I :�'��, ,, ! III, F., � � I I Second F11o,oir Plan t"; ,, �,� - . � -1 ,J'. -,"', �1.11 1 - I � I I . - , ��,� , ,-:;�� ,, " , I ,. I r � I L I I I I .�: �, � :-. ,� . I = -i y I . I I �-,zi� 1 li- �. r. SCALE: 1/45 1'-O" .- 4 I I . �;i -� , , � � I � I I . I I I 4 , 1. Building Area'= Second Floor 1,140 s.f. � I It I -, I, . � �, !�,,I,'�,, i:�l�t�'� l�",!; . t�., I JL I i�. - I. !tli`,� �,�� ,,, 1 " f, ��, I j I . � I � I � �,� I ; . I I � I -.1 1, i �- � I I I fL � L I - I These plans are for the construction of one building only and are intended for . I * , , ;`,�-�"R,-",t - " I 11 .1 7, �t�ii� � . 11, ,�', r" �, �; , "'t�� j�"i ", ., " I I � ill- � �,,, � I I . I I I 11 11--, , , . I I I '' ,� fll�, � i � � g,,!, f::r I ,� I I _ . . I . 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I ` FOR T\JO FEET MINIMUM I PEASTONE CRUSHEDTON`3 c"PEa" CA"ON 5 NOIL & ri ii = ,, 3^ PVC PIPE T 'A 4 4 SCH. 0 PVC OR 12 _ SLOPE-0.0100 -T 4 SOLID P Pr VC PE - .. ,, , - . .:..E' , .. -_.:.. „ . , . •:- ....... , .:..... . L ... ... .._,. , :, r, ,. ..... ,....:................. , ., . ,• r. A.r T. 2" I'1fN ..........:. .. ..... .... ... ,. ,.. ., w, ,. : •: ��`.=f: w .., ., ,. '. ,.:.... ::: i THIS PLAN HAS BEEN PREPARED N ACCORDANCE 1NTf-t THE R A T EF' ED I ULE5 AND REGULATIONS, LIQUID LEVEL' TEE --. - :.: < . .e,, .:,.;:.. . �...- .'. '':..:':•:>' OF 310 CMR 15 (TITLE V} QF THE COMMONWEALTH 01- M ASSACHUSETTS AND THOSE Of E.H. CAST IRON SOIL PIPE „ 10 ., = 7.18 INV 18 JINV „ 6 N SLOPE VARIES _ s a •d `.. .a :. -.. .. ,:..::' • d - .. =' , 5 OVERDI G THE TOWN OF DARTM�ITH BOARD OF HEALTH. ' _ _ 187.83 INV ' 14 INV - 187.07 186.90 _ INV.- 186.85 . ♦ d : _.. .. - _ .. _ . < . 3 4 1 1 2 DAM .. .. _. INV- 286.70 d .. / / ...... d EFFECTIVE .' dr . : ^ .. .a . d: ...d< ' . TYP ( ) THE REQUIRED INSPECTION SCHEDULE DURING THE PROCESS OF CONSTRUCTION SHALL PVC OR ... _. .. DOUBLE WASHED CRU SI tED STONE - .. 4 .. . TH = 0. 5 • :... .' .. • s ' , ' :... ' '.. • s ' ; : .. • :.' '_ . • s ' ; ' .. ARRANGED Y THECONTRACTOR WITH THEAR B BOARD OF HEALTH PRIOR - TO THE . 7.43 18 V A T IRON PIPE 4 MIN SANITARY TEE (�) , .. , , ` ..•` .. :: • , ' .' '• < .. ' . .. , ' " COMMEN CEMEN OF CONSTRUCTION FMCASTj 6 6 4' I TANK LIQUID CAPAGTY C I SCARIFIED EXISTING MATERIAL OR SAND/GRAVEL BACKFILL "CONSTRUCTION BASE ELEV J_L_�j 3 PIPES 6' 0. C. T T 1500 GALLON SEF' IC ANK AND 5 OUTLET I�STRIBUTION BOX = 1500 GA LIONS L`-----=-------------- IN FILL" N'JTE PLACED IN ACCORDANCE MTH = 186.20_ OVERALL \,ADTH = 20 � SHALL BE STANDARD DUTY DESIGN AS MANUFACTURED BY A. ROTONDO & SONS, INC•, ---------------------------------------J = BOTTOM OF EXCAVATION EL 175.0 M & S CEMENT BLOCK CO. OR APPROVED EQUAL VT = G EL�V 181.2 (MOTTLES) ( 0 ) LfWL COMPACTM GRAVEL ALL PIPING OUTSIDE THE DISPOSAL AREA SHALL BE 4- DtA. SCHD.40 NSF PVC ; OR CRUSHED STONE BASE NO WATER, MOTTLES C� " 46 (SE 1) \\ITH ALL JOINTS SEALED WATERTIGHT. NOTES: � ' ( - rG FVID ALL STONE SHALL BE DOUBLE WASHED AND FREE OF IRONS, CLAY OR FINES AND SI A -I BE v, FMCAW G CONTRACTOR SHALL VERIFY EXISTING CON�TINS AND NOTIFY THE ENGINEER SATISFACTORY TO THE TOWN OF DARTMOUTH BOARD OF HEALTH. = . I° tN C:IES PRIOR TO THE OI• A. �Y I�SCREf'A CONTINUATION OF CONSTRUCTION THIS SYSTEM !S NOT DESIGNED TO ACCOMODATE A GARBAGE DISPOSAL OR OTHER \ TER TABLE ,IATER FLUCTUATES ANNUALLY, NO WARRANTEE OF A DRY 15ASEI"IENT HIGH \VATER USE UNITS. � EXPRESSED OR IMPLIED. THE PROPOSED SEPTIC SYSTEM 15 NOT LOCATED MTHIN THE CONE OF INFLUENCE OF ANY MUNICIPA_ WELL NOR, ARE THERE ANY PRIVATE \VEL LS LOCATED \/THIN 100 FED (RADIALLY) OF THE PROPOSED SYSTEM. _, '�-•._. - ./ TEST T"EN tY @@@...�pEEC TEST T.NEN Fry � SHEET ND. er-- St_,[CT ��a■6I WE-T NO. s,...rtcT /SD.rr./ pr_. ("' V TE P, SUBOTHER O �`.. EN EX EXCAVATE IL AL� TOP,, ..JV LJ AND ANY OTHER Jti.l<;»J L-.6�000N \ ER ENCOUNTERED DOWN TO THE ,, , -�, E�f,�.• ��-,��, ;D, «o CLIENT DATE _ aTENT_ �_ee r<. LA,F,a - JOe Na /� �> jY �� - SAND GRAVEL LA ELEVATION 7 . A FOR A HORIZONTAL ON ALL SIDES D AND LAYER, 1 5 0 AND 0 ORIZC)N AL DISTANCE OF 5 , I DATE /�../c' �� - SITE rDC.TON A y.f0 II✓c' :' r� T aDT ��44 1 SITE tocaTiwl ,DT c<} OF THE PROP OSM SYSTEM. BACKFILL TO ATION = 7. MTH �'T - ELEV 18 5 SELECT ON SITE --: SOIL STRATA solL STRATA DEPTH T of OR IMPORTED SOIL IAL MATERCONSISTING Of CLEAN GRANUI AR SAND FREE OF ORGANIC D iH 22 DEPTH OF ST, --A DESCRIPTION NOTE: STREET DRAINAGE 10\VN 0 y_ REFLECTS PROPOSED CONDITIONS ANDT A BUILT LOCATIONS: . NO 5' BENCH MARK 1 , 30. :2 A DESCRIPTION 4,i: of MATTER OR OTHER DELETERIOUS SUBSTANCES AND MEETING THE SIEVE SIZE REQUIREjITS OF 310 CMR 15.255(3) & (5) [ CONSTRUCTION IN FILL]. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON MEAN SEA LEVEL I i "SIGN p� \ SOAK Ti' OF HUB Depth of 40.� - Depth of bole -V4 � AVERAGE DAILY SEWAGE FLOW (GALLONS) I/<,' /'Ps T ve s : _ l8Qi.71 \ /(l..+t ' c '•s CzPM, to rust r ao� o Depth torus. • % <c. 4� Depth to rater �!a� - .4M ! °n.,> ��. D&Pth to water Ai,��.. A„A ,. , ao,-_`-�`1 ' F?OPOSED 3 BIEROOM D\VEWNG @ 110 GPD PER BEDROC)M _ 330 GPD Z sa I LEACHING F>fLD De�h ,u Ie�ge ... y;.. Deg . 20 \ x LONG I etta. �� ;:�r IMPecta J:,r;.1 GR.�.,.f ti or" SEPTIC T nsp - o�t<.�, Nh; (GALLONS) '• ��• 3 LINES ,--- A SIZING LION ' - /� F'erc test Ed Time of begin T Irne of end Perc test at / %✓" T- a begs--v Time of end NOTE: MAINTAIN FIIIISH ELEV. 189.0 AT MINIMUM 15 FROM SEPTIC SYSTEI K OUT CYPE AT 3 : 1 \ Drain inchesTerre of drop FOR f MINUMUM TO MEET FISTING.\Y 1 \.` i e00lo AVLRAGE DAILY I1-0\V 3 BEDROO"1 HOME REQUIRES 1500 GALLON TANK (MINIMUM). ' _ I LEACf11NG AF�EA CALCULATION PERK RATE IN TP 188 WAS 2 MN (ASSUMED) b- SOIL CLASS: CLASS II (LOAMY SAND PERK RATE IN TP 189 WAS 3 MPI PERK RATE IN TP 190 \VAS 2 M�► (ASSUME) r \ - "`• _ -_ ENGINEER Pfrr. r ! } / ENGINEER - af. j _ Q e, o __ inct:es In 3 Ininofes _I PerE. TOfe of t /nce,�� In a fnr..�fea �� , ,.,� PERK' -.RATE IN TP 191 \\�AS 2 M� (ASSUMED) a _ f coi�EriTs Vx �.-.1 0<0�>, GN FO LOT 28 R CR 5 MPI PER TITLE V :: >/ o j / �:- :� - LOCAT}ON OF T.P. <1 EE PF rJ LOCATION OF T.P. c`, j RE AREA ,� I SYST� (S i✓� toy:: REQUIRED MINIMUM I FA CHIN G AREA: g� \ LOCATION OF RFSEFYE aRFA Ac s C# r �i I� ry LOCATION OF RESERVE AREA fill E E E _ _ �.'/ I -SIG E V FOR "' ES 27 ADF = 330 GPD / 0. 60 GPD / SF - 550 SF MINIMUM GAR AGI� WATER _TT,,.•� WE4L BACKHOE. �AEJ-r.•--_.__...____. WATER .Ti%Nq �� _ R4,�r upc- �/,eJ <o- /_/?rf lc � �,® lI' Y®Ef - - - - TRY: LL A CHIN G FIELD 20' \VDE AND 30' LON G R V1/I�I LF )OL �. 20 X 30 600 SF - R HIGH WATER - , _ USE DEVICES. DESIGN GN TOTAL 600 SF (DARTI 1OUTH B.O.H. MINIMUM) t ..COs1„ or Lot 14-. � C c / %3 - 1?, - .�iJ 'TI L.r ^i{•.ANK... • ., ,. �LJ. 2 ,r� `` Locat,nn hddress - .. r.� /� ...:;= ~�. 1 r i U L a„Dn Addrt f o W rib.. �9 % Ga>' /3 e9 C S' GN 600 SF > REQUIRED 446' OK ., � ..-,., � r ,. .tl• it 24 4l _ 1` ! 4 DncP Note NvmCer .:ate. � -� ::.-a.-.�-.-:% .s,., -..__ �: _ ._ _ - .. {.Ji.sF-,i \LJ iJi { fE4�Tl { - N0 i d.�S .,.- ,,Y �' Gee dole Number a om L P =_- CV ` ,,.opa t%}.�-Surtace S,one1 � Land Use t... L'./e. v.-<<J �v n Locat,un {identify on zna plan, WATER ,... 6.1 THIS so�� ASS F' OIVTl1 ,.. 57 �. ,�1� � .-.- Land UzeV.o / Sbpa 19<i �,�Sar.aca STones �`� -, � .. h 1'. ..-. LandlDTm Ko-.< oar.. ., - Vc etalian .. a� - I�URF� VERZ�V/S iS��lY1 �S 6s 22,..f.00 - ,� . _ Poshion an EandscaPe Iste,ch on The „actV _ _ �'� I ' l\x e.wn - - - t3nnlnrrrt ON O✓R .`u. •.l .� ' ,,,s y, - - OeAancnz from: .. - :. ti` �T i od teat Dratna a-U. - " foe Poartion on bndscaP+ Isteten on tna tact) COMPLETED C /��y`$e �H THREE . :. .. ' ,.. `l. ,.i - � t123. W'4J �... , Opan Water6 Y .....0 _ Y , - - FILTRATION t. n - ,. +I�iO { P � WITH E. TlF Gi !! t'6 all�r� -... � ,� .� � ��. > ,o fl,ztan�el frDm: 10 DEVICES 8CE .. yj� 't ` , Poss,bta Wet Area 1_ leer n.. : _^1_ 6 i Pro r >� �.� Fe tY une Tea - : -' - - •+- -..- .' Opan Water Body feet Drs.nage way Icct -. JL= 6_._c..,..d ;: t, Warar Wall feat O,her ✓ ` {�'�g Dnn np leot Pia.r. _ � �-NO � �.CF.�� DATE T BE DISCHARGED �I��R �qp . m°p' A.. } �'\ :! - Pos s,tl+ We[ Area _ Fe tY Urss�L last �I�R lie ,. ,'<'c:at F4'aR e= laat O�.ar •'�f-.- / \ \ V 4. RE- s IR t DEEP OBSERVATION HOLE LOG ! r'' a THIS SEA � � �� I�JI,L�.. ' �� ; e � TKO �YSi If _i DEEP OBSERVATION HOLE LOG �O _ g f'a. _ -.. _.._ ,. /f t � �. E- t.. . D<v.n t.om Soa,w„on lea ,...u• Son Cww Za< o.,» - ' 6 _ C�IIR � 5.004 9 t..,u• Sea G+.. Z D:,_• NSDA1 PMu,aaC Mott 1 (/� i. ` D.r.n r.em Son n•rvn w � - r�- to p � {� / Grp i7 �l�t 96 �l-r-iob C. �c a� ioa� ifr p T. !� b fi vrkJ f I t.e ®- 1 4 R p • t a'' BOA19 _ i 1 z Z J siG E� ry - �� J �` i I - .. s� .- J -1'� �- p r � cf c 6 � /)7G Ci I ZO t Pi J p F' a7 �/Or?� %. ��tni- J�ELEVATIONS �1,��' OT Ea BY THIS 0pi.� � �/ � t? . a< APPROVAL � i '�4.<i i MARK wo ,re e.-��c .. y ,. FC t, TI°a� I' •: C= J y WITHOUT I -_ RANTEETi1 1 >.: f I OSF�,WEL_ . F BES NOT GUA PROP � _ TOP CCI C, .FETE ND � L t + r n ;� � A�.a BOARD Y S S OF ANY T i�E , �> EFFECT _ I .. . � JUG_ 1999 � 0 E��V 1�0. � tiSL f Wl -. �. ,r.:a�sarraocT. nuIDnr„ AT,�rnv rnGrosro-o¢rcn.n_ STALLAIIOf� ELT APPROVAL . , -- - @q ",. _ - n'F•.III OfilTTCCis �"ZiR R6A6SL6�15r3SiTT,AC } T i ekD Vi f@i.AL. B • i1 E} 1 �-I fJT \ - � �• -,o e. e..,w... ., sr.r:a._a .. `�- w..r•,a � I��' N€1 1 L �, i i > -+ _..... Pu•n: 4arvW IQ,e+•Kt ��%S/ W G-_ /: v,•a,lee,60C1: f/I/ /l ��W7 I_a a. d. ___ 2`^,e c.ww...<w. i,w+•a w.u. ., ,n. ,w.: /i o->.,Pa r.... IJ rio e T T' P' t 4 �y ;gA � I .; l 1�`t.aU�ff r 9 ��yy..,, < ,Yef�`r.,,n.,,e s.....s4._� a �' w.li P. E. STAMP SA � 5C! SG Z. uv ..-rso,Ta sous. lswlm �SAL ,� OF ERS - IILr N ERi 7 0b/NER. OT1Y L.l_ IS COI _ , �. - RARER s ST a- - _ < . tTEL.T ; .. -> j4 � �I�RE 0 � ASSESSORS MAP &LOT. A. P. 70 LOT 13-- 2° NO.355 ,,/.. I of �.: ,� c\ STREE I' LOCATION: MILLERS, MIVE 5 6k 1 r_ I At t EN GINEER FIRM: PRO-UNE ENGINEERING .M r� LOT __. C:v:,jEnvr-carmmerltal ErigI�eer�ng Lane 5.�rvey+ng GRAPHIC SCALE I T.5T P.LS. STAMP 190 CAA S NECK ROAD S\VAN A MASSACHUSETTS SCyE_ 1 � I PIT ' PHONE: 508- 672- 3137 FAX: 50�- 672- 3307 $ 3J 0 15 30 Bo 120 . SOIL F `r^ LUATION PIT T' �.. DATE. ` APRIL 27 19Qq R ji, l� 1 30 ' « I!` Y � � �� L.L. .... �... .}.:... EXIST. i3 CONTOUR x k P (1 } CON I ACT PERSON: R0503T B' UBE P.E �,I _ ,. CONTOUR 183 1 finch - 30 ft. PPC1 � S ADDRESS: 190 GARNERS NECK ROAD SWANSEEA j ASSACHUSI_ S .:...x. TEL: PHONE: 508- 672- 3137 FAX. 508- 6�2 3307 #99- 06855 I Raf�gf 10' F bEV = 188.5 +/- z 9_ 11- Lu III— III — III —III SLOPE=0.0200 4' sH. 40 PVC OR E.H. CAST IRON SOIL. PIPE INV = 186.83 Jm INV = 186.63 r� f NOTE: MAINTAIN FINISH ELEV. 188.0 AT MINIMUM 15 FROM TIC SYSTEM FOR BREAK OUT. �J-OPE AT 3 : 1 MINUMUM TO MEET EXISTING. T 28 CROSS- SECTION THROUGH SEP11 C SYSTEM NOT TO SCALE 31 VARIES 30' MANHOLE TO GRADE _ MNI5H GRADE = 187.5 + /— I I —III —III— III —III —III —I 1 1 III —III —III —III III —I I i�l I I III —I I L®III®i I I ®III—i i I®III—I I —I 1 1—III®I t I —I I t-1 I I-1 I I I 11—i I I—III—III—IIII IEEI I lEil I FEI I I-- -- =n 1/8" - 1/2" 12" MINIMUM HEADERS LAID LEVEL12" MINIMUM COVEIR FOR T\do FEEL' MINIMUM EARTH BACKFILI DOUBLE M/AStD EARTH BACKFILL I CRUSHED PEASTONE PVC PIPE 12„ 4" r SLOPE = 0.O10o PVC 4" SOLID P VG PIPETEE ^... :�: ..x.. ,�.v .t,. _:, t=.• -y.- . ... •: ••..:_.•...'•-.:.... ..�•, ,,=U0UD LEVEL MIN = Y •:. �kj �i��,;;•' •; . 101,_ „ SLOPE VARIES . a .. • . — .'• a Y : •w ,4 INV — 186.38 s', �.' •...: g. s .e ' • 4 14 6 N `'+ ye + . e. •. ° .. . •' ;' • 5 0 G INV — 186,07 L IN = 185.go — < ,, . 3 4" 1-1 2" DIAM :' — ': ...: ` :' '. •'•:.: .. XXX INV.= 185.85 : `p :. • . / / ... INV- 185.70 . • . EFFECTIVE :' .. ' •. r ., ; ...e.:' .. ' .. ., ( ) PVC OFF e' DOUBLE \VASH® CRUSHED STONE - , : �::. ; : •.. ' ' y A. , • ., .` . ,. .a ... DEPTH =0•S' .s.,..•.. ;� .,... .,. AA CAST IRON PIPE I e . • •' `, 4 MEN SANITARY TEE FMCAST5 OVERD! G TANK LIQUID CAPACITY i SCARIFIED EXISTING MATERIAL FOR SAND/GRAVEL GRAVEL BAGKFlLL BASE ELEV 4' 3 PIPES 6' 0,C. 4' 1500 GALLONS I PLACED IN ACCORDANCE WITH CONSTRUCTION IN FILL NOTE 4= 185,20 r � L—®—®®®®_---®®—e®®-- OVERALL\MOTH= 20- — BOTTOM OF EXCAVATION EL = 175.0 GVT UEV = 181.2 (MOTTLES) LEVEL. COMPACTED GRAVEL OR CRUSHED STONE BASE NO \VATER, MOTTLES ®46" (SE 1) NOTES: LFACHNG MD C TAM CONTRACTOR SHALT VERIFY EXISTING CONDITIONS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO THE CONTINUATION OF CONSTRUCTION WATER TABLE FLUCTUATES ANNUALLY, NO VARRANTEE OF A DRY BA ENT IS DFRESSED OR IMPL.I NOTE: STREET DRAINAGE SHOWN REFLECTS PROPOSED CONDITIONS AND NOT AS —BUILT LOCATIONS. RESERVE AREA LEACHING FOLD 20' MX x 30' LONG 3 LINES LOT 30 30 TOP OF CON CRETE Ba ELEV ;! 5q M _ m SOIL KruRT & TEST DA J-0fr--%-TA SOIL TEST PIT SOL EVALUATION PIT EXISTING CONTOUR PROPOSED CONTOUR NO-"ir-.-S SPECIf'ICATIONS THIS PLAN HAS BEEN. PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIO. 5 OF 310 CMR 15 (TITLE V) OF THE COMMONWEALTH OF MASSACHUSETTS AND 1HO�E OF THE TO\VN OF DARTMOUTfL BOARD OF HEALTH. THE REQUIRED INSPECTION SCHEDULE DURING THE PROCESS OF CONSTRUCTION SHRILL BE ARRANGED BY THE CONTRACTOR \WITH THE BOARD OF HEALTH PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1500 GALLON SEPTC TANK AND 5 OUTLET DISTRIBUTION BOX SHALL BE STANDARD DUTY DESIGN AS MANUFACTURED BY A. ROTONDO & SONS, INC., M & 5 CEMENT BLOCK CO. OR APPROVED EQUAL ALL PIPING OUTSIDE THE DISPOSAL AREA SHALL BE 4' DA. SCHD.40 NSF PVC, W TH ALL JOINTS SEALED WATERTIGHT. ALL STONE SMALL BE DOUBLE WASHED AND FREE OF IRONS, CLAY OR FINES AND �'PHALL BE SATISFACTORY TO THE TOWN OF DARTMOUTH BOARD OF HEALTH. THIS SYSTEM 15 NOT DESIGNED TO ACCOMODATE A GARBAGE DISPOSAL OR OTHER HIGH \VATER USE UNITS. THE PROPOSED SEPTIC SYSTEM IS NOT LOCATED \VITHIN THE CONE OF INFLUENCE C ANY MUNICIPAL \VELL NOR ARE THERE ANY PRIVATE \VELL5 LOCATED \VTHIN 100 F (RADIALLY) OF THE PROPOSED SYSTEM. EXCAVATE ALL TOP, SUB AND ANY OTHER SOILS ENCOUNTERED DOWN TO THE 5' ON ALL SIDES SAND AND GRAVEL LAYER, ELEVATION 175.0 AND FOR A HORIZONTAL DISTANCE OF OF THE PROPOSED SYSTEM. BA CKFIU_ TO ELEVATION = 186.5 WITH SELECT ON— SI OR IMPORTED SOIL MATERIAL CONSI51ING OF CLEAN GRANULAR SAND, FREE OF OR ANIC MATTER OR OTHER DELETERIOUS SUBSTANCES AND MEETING THE SIEVE SIZE REQUIR�ENTS OF 310 CMR 15.255(3) & (5) [CONSTRUCTION IN FILL]. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON MEAN SEA LEVEL DESIGN T)A -V- A AVERAGE DAILY SEWAGE FLOW ( GALLONS) PROPOSED 3 BEDROOM DWEUUNG ® 110 GPD PER BEDROOM = 3-30 GPD SEPT C TANK SIZING ( GALLONS) 200% AVERAGE DAILY FLOW = 2( 330) = 660 GALLONS 3 BEDROOM HOME REQUIRES 1500 GALLON TANK (MINIMUM). LEACHING AREA CALCULATION PERK RATE IN TP 188 \VAS 2 MI (ASSUMED) SOIL CLASS: CLASS I (SAND) PERK RATE IN TP 18q WAS 3 jPl PERK RATE IN TIP 1qO \VAS 2 Mi PI (ASSUMED) PERK RATE IN TIP iqi WAS 2 Ir11PI (ASSUMED) DESI GN FOR 5 MPI PER TITLE V REQUIRED MINIMUM LEACHING AREA: ADF = 330 GPD / 0.74 GPD / SF = 446 SF MINIMUM TRY: LEA CHIN G FIELD 20' \VIDE AND 30' LONG 20' X 30' = 600 SF DESIGN TOTAL = 600 SF (DARTMOUTH B.O.H. MINIMUM) DESIGN = 600 SF > REQUIRED = 446 SF OK E30AF D OF HEALTH NOTES BOARD OF HEALTH STAMPS TOWN DARTMOUTH ZONING-REENIEWED ArAy Chanties dust s: ftd SEE REFORT By P.E. STAMP OWNER: DOROTHY & WIS COMRO M. BERU S ASSESSORS MAP & LOT: A. P. 70 LOT 13— 211 No. STREET LOCATION: MILLERS DRIVE G� CAI �` ENGINEER FIRM: p V Gvl/Environmental I=ngmeering Lar .d Surveying P.L.S. STAMP lq0 GARDNERS NECK ROAD SVAN5EA MASSACHUSETTS PHONE: 508— 672— 3137 FAX 58— 672— 3307 DATE: APRIL 27, lggq SCALE,- 1„ = 30' CONTACT PER SON : ROBERT BERUDE P.E. ADDRESS: 1qO GARDNERS NECK ROAD SWANSEA MASSACHUSETTS TEL: PHONE 508-672-3137 FAX: 50& 72— 7 99-06855 A r k; i MANHOLE TO GRADE _ _ EINISYI III—III-�-I I I—III-1 1 I�-III—I 1 1-1 I I=�I I I— I I I —III . I I I —I 1 I III --I 11-1 I I-�-I p 1 I I I-1 I I 11 I 1-1 11 P—I 1 I-�-I I i—II I -I 1 1—I t I —I 1 I -�I 1-1 1 1-1 1 1 -) 11— —I I I —I i I I I I-1 I I —III --I 11—I 1 1•III—III- ... — . 1 8 — 1 2 HEADERS LAID LEVEL 12" MINIM / / 12 MINIMUM .. .......... suss .......,.. �ARm uM COVER _ . . . .. .. FOR TWO FEET MINIMUM t5ACKFILL DOUBLE WASHED EARTH BACKFILL SLOPE 0.0200 CRUSHED PEA STONE 4 50t 40 PVC OR 12 N01r.5cSPE09CA"flONb C PIPE SLOPE = 0.0100 PV • u 4" SOLID PVC PI ,.:.� .,.:.., •..:.. .... .. ....• : ..: QUID LEVEL PE ... , suss.,, . •....... , ... ... suss. .. .. ,..: j.. ., ::.�.1 � r. ,. suss.' .. ••..•: a :•r-.+,+.y ..,, .. „i, .. �.. ., -.. .i -... suss E N S7 suss.. .. ..:., ., ..:.,...... , .:, . .,.. .. ... ,........ suss ., , , . IRON ... A . , .. I . .. .. . , . .. ,suss..,, . ;., .:: : - • � I ml5 `P N HA CORDAN GE WITH TH I<G ON SOIL PIP Tk"E ... :. , . :.. . ,... . � ., ... ,. ..., .. .. , ... >. .. , . . , . x . , . I,:;. :,<. •, ; . :.f ';,: ; •. ; ' BEEN PREPARE` D IN A G � RULES AND R E T , I LA S ULAT10N5 . r• ,. � 2 N 10„ : ,, . , suss:. ND THOSE of " — SLOPE "' II OF 3L0 CMR 15 (TLTLE V) OF THE COMMONWEALTH OF MASSACHUSETTS A IN\ — 187.18 ,.. VARIES " ,... — i ..:• '• ° ENV — 187.63IN .. a THE TO\�/N OF DARTMOUTH BOARD OF HEALTH. INV 187.07 INV — 186. q0 „ „ : •' .. , 5' OVERDIG II 4 -► I . • . • . INV = .. • • •�.'.• . 3 1 1 2 DIAM _ , , 186r85 . ,... / — / 'suss iNV_ 7 suss .. ,. •. suss. TYP ! _ INV — 1$7.43 PVC OR 186r 0 EFFECTIVE , a . . I)OUBL `HASHED CRU t - .. THE R R I TI H LE THE PROCESS OF CONSTRUCTION SHALL CAST IRON PIPE , .. SHEDS ONE 4 :. . , _ ..,. .: ° EQUI ED NSPEC ON SC EDU DURING P OG MIN I . , suss , • ..., . ,. , . .. , .., :. , .. , :suss ' .. .. . • .. E R GED Y CONTRACTOR \MTH THE A HEALTH THE; SANITARY TEE 5 OVERDIG >; .' : ,. ..., e .. :. .. . A... . •. :.: ... ., .: • B A RAN B THE CON A E BOARD OF HE L H PRIOR T .' .• e• - : :.:. •. .: ••,' •.. ° a � '•.' ,. :. .. • ° .. .. a .. ..1,. 'e ,.• '.. �.•.. • . .. :.— COMMENCEMENT OF CON STRU G11 ON. T 6 TANK LIQUID CAPACITY I 6 . 4 4 SCARIFIED EXISTING MATERIAL OR SAND GRAVEL- RACKET / LL : BA SE SE E'LEV " 3 PIPES lwS 6 O. C. — I I_ � 1500 GALLON SEPTIC" TANK AND 5 OUTLET DISTRIBUTION BOX wx . — 1500 GALLONS PLACED IN ACCORDANCE MTH CONSTRUCTION IN Flll NOTE' = 186.20 ' L - _ _ — — - _ — — _ OVERALL \,A SHALL BE STANDARD DUTY DESIGN AS MANUFACTURED BY A. ROTONDO & SON S, INC. , -------- --_ -- _-------•---------- 20 — -- _ ----- CEMENT EQUAL. BOTTOM OF EXCAVATION EL 175.0 J1 M & S ENT BLOCK CO OR APPROVED LEVtL COMPACTED GRAVEL G`1✓T ELEV 1f31.2 MOTTLES . OR CRUSHED STONE BASE ALL PIPING OUTSIDE THE DISPOSAL AREA ..SHALL BE 4 DIA, SCHDPVC40 NSF � , NO `HATER MO 4 \VITH ALL JOINTS SEALED WATERTIGHT. NOTES.' MOTTLES ® 6 (SE 1) 3 rM CIS S AND SHALL BE CONTRACTOR SHALL CAl- ALL T HA \ AY C T VERIFY EXISTING CONDITIONS AND NOTIFY THE ENGINEER STONE SHALL BE DOUBLE VASHED AND FREE OF IRONS, CLAY OR FINE T OF ANY DISCREPANCIES PRIOR TO .111E CONTINUATION OF CONSTRUCTION SATI�IFAC ORY TO THE TO\VN OF DARTMOUTH BOARD OF HEALTH. THIS SYSTEM IS NOT .DESIGNED TO ACCOMODATE A GARBAGE DISPOSAL Or OTHER OTHER \✓ATER TABLE FLUCTUATES I ANNUALLY, NO VN \ ARRANTI=E OF A DRY BASEMENT HIGH WATER USE UNITS. iS EXPRESSED OR IMPLIED. THE PROPOSED SEPTIC SYSTEM IS NOT LOCATED WITHIN THE CONE OF INFLUENCE OF ANY MUNICIPAL WELL NOR ARE THERE ANY PRIVATE VELLS LOCATED \VTHIN 100 FEET _ -- - RA Y _ DIALL OF THE PROPOSED SYSTEM. rt • TEST TaNEN et 1 .• "•, TEST taeEN er sl,•,tEcr el._>CT '---.. »o.�a— =«EET Neu EXCAVATE T Y THE EXC TE ALL OP, SUB AND AN OTHER SOILS ENCOUNTERED DOWN TO I Dale �,r>6J CLIENT— x. �,s.A toe No. CLIENT - c,... A.P,q � ',• DATE— .� > y the No DISTANCE OF 5 ON ALL SIDES a°T[ ,-�.-r� � SITE LOCATION �+-�+'(� C �+ E j SITE 101:a710N � �. SAND AND GRAV><l.. LAYER, .ELEVATION 175.0 AND FOR A HORIZONTAL , nwr w for - L nwr for - - — DNH 22 b ay /' �� c9 OF THE PROPOSED SYSTEM. BACKFIH T ELEVATION = 7 \OTH QNI SITE 22 / �1`i SOIL STRATA SOIL STRATA O ELEV Of`I 1g .5 SELECT 1� :IAI I �AN rRANI II lR ^ANh RFF OF ORGANIC IP'PoRTFT) riii MA`FC- •--...,. ,, NOTE. STREET DRAIN AGE SHO\ VN REELECTS PROPOSED CONDOTIONS AND T NO AS-- I T BU L LOCATIONS. i I 1 , BENCH MAR K TOP OF HUB LQCA(notscale) Ito ) NI� e� AP Xx 10' 1= Q EL.EV e 18q.5 +/ c� 2 UEPTN W STRATA d- DESCRIPTION % - tf4Qlen.- - Aul, i tau l'� �'+t ry DESCRI PTION T J� o. r y Za. Alw a:o t. 20010 AVERAGE DAILY FLOW = 21, 330) = 660 GALLON 3 BEbROOM HOME REQUIRES 1500 GALLON TANK (MINIMM) LEAC HING AREA CALCULATION - PERK RATE IN TP 188 \yAS 2 MPI (ASSUMED) SOIL CLASS: CLASS 11 (LOAMY SAND) PERK RATE IN TP 18q \VAS 3 MPI PERK RATE IN TP 1q0 \VAS 2 MPI (ASSUMED) ,� Pero. rot. of r Inches In-�_ImsttlMe ro,. �4e�t .,.. runs or mcnes N1 minutes .r.ve.' c VAS 2 MPI ASSUMED P gas PERK RATE IN TP 1q1 \ ( ) R's.I/ COMMENTS.. K. ,r, -nvt / . COMMENTS � 2 oats /°or ry / �✓ DESIGN FOR 5 MPI PER TITLE V ti A! E LOCATION OF T P rA•% I LOCATION OF T.P. .. - Q RE I i SERVE AREA : t �REQUIRED OF MI IUM AR A . LOCATION OF OFF .LOCATION OF RESERVE AREA ESERVE AREA AG1Da , 0 G / saes EItE ADF --t 330 GPD Q.6Q GPD SF — 550 SF MINIMUM 5 wE[� �E9 2'l - 7 u /E ftt .( WATER . JQL _ �� WATER rnv .— itACKHOE. --,-- v A(q K TOWN -- RACKFIpE. '7cI1 afro AI If , \ \ Y TRY LEACHING G FIELD 20 \vDAND 30 LONG 0 24B c ., -- 0 20 X 30 600 SF i NTOTAL= 6 T CB 2 DES G 00 SE (DARTMOUTH B.O.H.MINIMUM SEI�TIC ANK'No..: ( ) U '� , � L«u(on Address es La s , dro tl0 C o /. /.� � "� -..> •,,<.. 1JI I 24 Location Address« Lol ria. �.�0 God /.. _ , suss - L« 3 e DESIGN = 600 SF > REQUIRED 446 SF OK 1 0 Vr SE/ 7t .lr R .vtoly Otle Indies Number Date. Lme. _ 9 O wa.mor. o � P BOARD OF HEALTH NOTES 0 L«ali+wt (ideotil on sits DIanI 1 v � \i �t ar __. dmr s r _ Lo% vOp SI_Surlsca Stones o C � oata.h t _eDanI1 I• Numbs( Land Use Tim•. � 30T31 VaV etaton/� d� lot 1I t,1 an Plan' tandU ,-� ,dre i liL_i_SIsta St n% es225. OQ No. PhbnonhdscaP 1 h on bs k Vegetation /_ u c J YWo lf346 Distances from: open water es Or ia Y sen Po on1 sPa (sketch o t back1_5.84a Possible West Ara 1eel Property rYlI e�aZteat Distances 1f0 V L r% ., ,�-�.,...... . .. s7ua, , ,s. . u .. t Orai n eGeweY —' fee, DrinkingWeterWee feet Ih•.. O# N BodY lea '. :. i/ram : leer Pr _ Possible ra o Pose P leer S r v tl ._.. ...,..„ II TF Drinking w.ur W# loot Other er 1 DEEP OBSERVATION HOLE LOG .. ,.. .1 t� ti t I \ , Cl) : rem S n e DEEP OB SER VATI N HOLE LOG' G Orwr A Mu ... • 2 o>wn r•wn � sor 1,«.•en so, ,..1..• sw Cale, sor r b • n—I IVSOAI IMnIs•q MORN IYvvaa•, Slon•I. bu . . wv^3r ♦OiP� O nrrv-d�c n ^a a a 87 /7 oc -t ur...e .,.1 w. d \ c no7c' G a OrR op �,-.oblc ,. , Q � 9G QJr / O.r> /oYR3 \ Jgk3 BOARD OF HEALTH STAMPS : I ..- d �el7er rye _' Vp � - � f.•. r I : ._ a r o / , . 6 e•%i to 3'4 r r+7 d r �9G / O C d VCn svod orR � O%P � r � 1 ti for /eG L / a o � PR OP , 1 bSED \ v'ELL CH AR BEN MARK m d G c s orRt TOP t 3 � OF 'CONCRETE BOU 1 � 1 Nb 0 I , 1 ELEV 180.5q M SL __ — -- rX Ile� is drrno rsntavmt�ist vrnvrnnr I ; hNW Mn•r.N IE•aNp•1 OU>✓al C1S� •[a;._-'•,'Cyi'•>I%40eJ/r -- R�rGS[6�ORP6Sz f : 241nilm asuW...N•: sunMa w.ul n, m>Nab: /Yo t7ooa --� 1 i /N.m M>wr 1 •.,•#Kt Ou'b! w d T Ir :. I , 7 O •..n•,.e s... en. ,«41. Gr.,.,. G 4 •^ J -�� a.I.,. s�t9 i 1 9 tKT Arr•osly ToeM • nmm P. E. STAMP t O ..•' �� / : ` 5 S�, Z - wurabs•Is roaM.ruOm .. '. : . '_�. � : w k� PCB �/A ��I;�L SYSTEMr, �. ,;-; 4. �,. 6. y, OWNER. T �S CORDEIRO - 4 • 1 � ASSESSORS MAP &LOT. - A.P. 70 LOT 13- 29 W. e x ,._ STREET LOCATION: MILLERSbRIVE LOT 2 501LREPO�m"]"` & IYEST T)ATA z} � ENGINEER EIRM. �r y `r' r_ r �1/ 1/1 LOgi' ,� e l.E Y CIVIL Environmental En meal in Land Surve n � 9 N9 9 � ' P . L S. S TAM 1q0 GARDNERS NECK ROAD S\VANSEA MASSACHUSETI- GRAPHIC SCALE 50L TEST PIT FAX: 508-- 672- 3307 30 Pt10NE. 508- 672 3137 ti 0 15 30 6b 12 S V T aLEALAION PI - U tT t w i DATE. REV s tro w i I. ig9q SCALE• 1 30 EXISTING CONTOUR �.. �. ___ _:�;� ;__: _:m �..._ ARIL 27, 1qq� C .� � l.J.. (1N FEET • R T CONTACT PER OBER BERl1I� P.I _SON. 1 in 30 inch f� SED CONTOUR PRa'0 CC)NT R 188 f �ANSEA ACHU A MASS SETTS DDRESS, 1q0 GARDNERS NECK ROAD 5\\IANSEA TEL. PHONE. 508 672 3137 FAX. 508— 672 3307 < 068,;U5 — , II :I VI \ ILV —VII.- I I— I L_1 \Ir',t_ -- I-- I II I — VI VL-4 _1 1 1 , I , — IV I I 11-4- - MATTER OR OTHER DELETERIOUS SUBSTANCES AND MEETING THE SIEVE SIZE REQUIREMENTS OF 310 CMR 15.255(3) & (5) [CON STRU CTION IN FILL], ELEVATIONS SHOWN. ON THIS PLAN ARE BASED ON MEAN', SEA LEVEL ix.SIGN nA-"-%TA EL = 18�.71 SOAK SOAK Depth of hol Depth of hole ,- -... .:"... • r, •ee Y �V � ,. ,� . , .�. AVERAGE DAILY SEWAGE FLOW ,••, l ' P. of \ Depth ro aov Depth to rust % H. Dep rust �— /rw ra r — �\ Depth b water /� 1! oara Depth to water/u✓c - Av r 4. LEACHING FIELD I PROPOSED 3 BEDROOM DVELLING ® 110 GPD PER BEDROOM — 330 GPD \J O S 1 / - a, Depth b ledge (/,,rr � �: + Depth b ledge 20' \VICJE x 30' LONG \�,_a `o J, i H - Itt yaely ✓a.J taa,et.r o ., ITspeettx em✓ t�sR.tF;.r o/ >r , I r F.°".' ", 1 T CI Ili(' /C'nI CHIC 3 LINES \__ . o_�e/ SEP 1, .. TANK .AZII , .a Irlul , �.�, - Pere teat or ^u T teat a / Irt,e of beQlMtrlq Time at end Tene at begmlrtq Tian of eM NOTE, MAINTAIN FINISH ELEV. 18q.0 AT � 5NINGt r 41L111 ne f dro FR01"1 \\ J►.1 TIC SY \ : ®.I MINIMUM 1 STEM ,.MIN END PCR BREAK OUT. SLOPE AT 3 1 j TP q 1 f f MEET G , .:..... _ .. MINUMUM TO EXI'STi'N . f J . f for \.. ENGINEER L -- ---- FILE COPY ----- 1— _ - LOCATION OF L1ULKHFAI ';CATION OF EXTERIOR UNIT BELOW. 136' NEO-ANGLE i 1 -._ - FF3ERGLASS SHOWER •- -- "PERMs�F IEID" � C235t-1I1_�ggj UNIT i RO.'- 4 -0-1� n 3 / F7-- j�i�T FREl,ruWLT F1''G 606" R I� ! ,:,,.\. C69{ e�y t1 l 1� 1 , Lav- j x I Cl .w _ ore IY% . !EARTH ?A:CE As ALL a ' t . MOVIDE _ E i T OFF FRAM 14G r 4` W ALL W / 1X6 I i OAK CAP "' d 4'-6" i BEARING WALL BELOW U' TO BASEMENT AS » 2,_11/4" 2 - C%� DESK UNIT 'aN `!�IRI IIIIII��I , rn - - g ' i 0 OAK TRF_ADS I 4 T AD r 13'-5" _ — PINE RISERS. OAK RAR.S z'POST .- —� .��. F.ic.{:II BAl�15Ttf: , x 2'-6" 3'-81,5 TO BE DET. BY G' h" t v' OWNER BEARING WA' L c T MT. , A BEIA�1 10 dASE _ Dining Foyer O b UP 22 Q .� W d i tz 5" 4''-1" - '--- tI 10'_h"INSTALL I , '1' / M i0 ) WATER VALVE _ _ ---- - n' soE urEs Q' 91 UTEs At DERL r j ° SHIELD" R CW25, i'_0" "PERMASHELD" # CW25 N t'-0', 4'-0" 4'-0" i i M •MO -g" X J A I ILOCATION OF EXTERIOR HOSE BIB 8" X 8" POST W/ BR!Ci: I WR A PP he CitMINED BY t - i FRONT STOOP 5/3 X 10/0 CONCRETE PORCH 1 W/ CONC. STAIRS DET. BY FINISH GRADE _14 il 12'-3" E 12-3 6_51/2� 0" 37'-8Y' Floor Plan twwwom 5 p1 !e1'"J�/AR!"ri£:-.fi iJD�1 T 071E tt4•'�41!>>r/'R7'Rlr'A'IK1��. lo ""SON I RD. Z'-4-711V z : •3/:i Ot \ 14'-0''+" 1 m f -�'J`: S ® 24' 0;/C ABOVErri -� A- k .h_% / \ C ;:0 \ i tl I m I . `� w I �Z \ i� yea p ! I `"� o a tom_ xnm _ �� t _ io il._� i CO r- 71 cr co � r o 0 cl \ PRE-ENGWEERED ROOF A --�� i' °�' TRUSS 0 24" O/C ABOVE \ 7'-2 it n CD If-0-OIL " w ,� n No \ O- I�92 z _ iZJ M I �N -. cn /r 4'-0 O O cl_.. =�Q <� G / b p r _ I / co_ Z+It= kcstsoN -g j <\ PO. Z:-4-;/8X V-0-3/8' pGW%1Q o r cwv 0 — j m � , Q i �1 .a I 3 — cr �j 1 i I i N - miyam v� w w �c ��-n I occZE c N O Ln I� 0 50 m o =n+mii m Z a D �vm =oLn m w G CmD i 1�m cn M p z m i Residential 1999 Residential 1999 2.2 Authorized Agent: Contact Address Name (prim) S Of t7 J 3—/V-U 7 Telephone ::......::::.:::::::::::.:..::::.........................................ONST } .xt_:.::::::::::::::::;:::.::::.:::::::::................:.::.:::.:::::.::::.:.::......... .;:.;::::::::.::.:..:..::::.::::.::::.:..:::.::.: :::.:::..::.::.:: :.::::::.: ;:.;:.:.;;; ;:.: ;...:.......: 3.1 Licensed Construction Supervisor: � Not Applicable ❑ Licensed Construction Supervisor License Number (-,) 3 i I Address �y 6 L% W rt/LTT p Ex iration Date 1 1 r� 3 - C� tl Signature Telephone S ' T' -3 - G 7 3.2 Regiser'ed Home Improvement Contractor: Not Applicable ❑ Are you a Home Improvement Contractor subject to (780 CMR-6)? yes ❑ no If no -o to the next section! Are you claiming exemption from the requirement? ❑ yes X0 If yes, submit the required affidavit! Company N2,me Registration Number (if none, state "none") 1, Lli6�y1^%c Address 'Vel Signature Telephone Expiration Date �67n_�def 3.3 For Re' Work Only PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND: QUESTIONS OR COMPLAINTS call or write: Home Improvement Contractors Registration, One Ashburton Place - Room 1301, Boston, MA 02108, (617) 727-8598 wrlers Name (print) Signature ` by signing the above, the home owner acknowledges that there will be no eligibilty to the Guaranty Fund Date 3.4 Homeowner Exemption - One & Two Family Only FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 109.1.1 Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 116.0, effective 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 or structures, unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled Rules and Regulations for Licensing Construction Supervisors. Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a Homeowner engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor. For the purposes of this section only, a "Homeowner" is defined as follows'. Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a Homeowner. If you are; applying under this section sign below: Signature: Your signature carries certain responsibilities, including but not necessarily limited to, general liability NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any liccensed Construction Supervisor, whether or not they have taken the permit are responsible for code compliance. (see Appet-ndix of 780 CMR R5.2.15) Workers Compensation Insuranc e ce affidavit must be completed and submitted with thisapplication. Failure to providde this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached:xyes ❑ no Xnew ❑ addition ❑ alteration ❑ repairs chimney/fireplaceM1 woodstove A construction* ❑ deck ❑ pool ❑ accessory bldg. ❑ replacement window/door ❑ other ❑l demolition (shed/garage) —oors — no. of windows d(specify below): (_specify below): If new construction, please complete the following: Single Family: no. of bedrooms— no. of baths Two Family: no. of bedrooms unit 1 no. of baths unit 1 no. of bedrooms unit 2 no. of baths unit 2 Brief Description of Proposed Work: j� Aln-,_r_ Item Estimated Cost ($) to be completed by permit applicant; 1. Buildings & C9 2. Electrical J 3. Plumbing . 0 (2 4. Mechanical (HVAC) 5.Total =(1+2+3+4) Estimated Total $ Id-3,'�l t f� (pleaseprint) as Owner of the subject property hereby authorize e-ve l %rr to act on my behalf, in all matters relative to work authorized by this building permit application. S' nature of Owner Date I, 1r�e 61-4/cUrla , as Owner/Authorized Agent hereby declare that the statements anrff information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. 71e_,,o n Print Name Signature of Owner/Authorized Agent Date c:hvpwin\forms\bldgapp.res Page 2 January20', 1999 c:\wpwin\forms\bldgapp.res Page 3 January 20,1999 I ResidentialT7 f , 1999 Residential ❑ FOUNDATION ONLY 19919 1. Date plan reviewed: 2. 30 days to review period expires: 3. OK to issue date: 4. OK to issue subject to requested submittals(see project review worksheet): Date: 5. DENIED (see project review worksheet): I Date: 6. OLD reason: e� lr^e -100 A tr- � �0 t v�� Date —� Q 7. HOLD subject to Zoning Board of Appeals action: 8. Comments: 9. Inspector's Signature: � Date: �� 7— l -'...... •.... DATA RECIsIV ED , E o �9 : DARTMOUTH BUILDING DEPARTMENT 400 Slocum Road P.O. Box 79399� Dartmouth, MA 02747 - 1fi�4 508-999-0720 FAX 508-999-0738 APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING Zoning Review: Energy Report: Fire Chief: oard of Health: conservation Commission: , Signature:_ Signature: Signature Signature: " Signature:_ Date: AfDate: r i ! f2ay- '�ss� Date: - _ 9 Date: Date: Date: IUt. V NUMBER OF PLANS SUBMITTED: SITE PLAN SUBMITTED: yes ❑ no 1.1 Property Address:/ 1.2 Assessors Plat & Lot Number: Nearest Cross Street: �e Plat_ LotZ3 - Subdivision Name: �f��srM� cftw• 5a'a� 1.3 Historical District yes no Has application been submitted to the Historic Commission? Total Land Area Sq. Ft.: ❑yes ❑ no Date: 1.4 Water Supply (MGL c 40 § 54): 1.5 Sewage Disposal System: ❑ Municipalp(private Well ❑ Municipal On Site Disposal Systerni 2.1 Owner of Record: Contact Address Name (print) J-0i ^ 6 % i- — J,�J 6 phone numb5er c:\wpwin\forms\bldgapp.res Page 1 January 20, 1;Q}99