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BP-133200 SOIL DATA o �. z - Jj , O are Feld, ' n >--�. i �._ , Nm/' GENERAL NOTES D \ 1 t WATER TABLE TEST AND PERCOLATION DATA PERFORMED BY. Dartmouth Board of _ J ; uirements of the n accordance with the r�q 1. All work must be i Y sl - i Environmental Protection regulations 1.N' _ ' / -! , < a �• Massachusetts De artment of b B. LEVESQUE, SITEC ENGINEERING Z . . • a Health and p - On 0 15.00 (Title 5 . \ -310 CMR 11.0 & ( ) (1/ ( - 1 9a ., . �- inspection of sewage WITNESSED BY. . , z _ 2. Notify the Dartmouth Board of Health and the Engineer for sp g i a - >, �vE , fY ; � a � _ - � n all components _ I d _ t excavated and when P disposal stem when leaching area ><s fu1.Y o \ , a ,t a • P system — DARTMOUTH BOARD OF HEALTH ; J prior to backfillin . SUSAN GRIFFIN, ..,, ( are m place p o g o„`.., • prior written approval by a _ .tem without pp - 3. No modifications shall be made to this sy P - - Health. DATE. NOVEMBER 11, 1994 the engineer and the Dartmouth Board of datum. ,, .. 11 _ ,,, , -, _�- •-,, �' , �,4. Elevations shown on Tans are based on assumed _ I p 5 _. _ II � t m. TP # 138 LOT 2, (EL218.) % K _ ,t . _ / ` �- �, r the disposal system e _ _ � _ _ � , 5. Heavy equipment ment-shall not be run over p Y vY q P Low Z - - - �., w. �._ he leaching area as shown on � • , ( . ; ( t . -�. � 6. All unsuitable material ><s to be excavated from t g " �, , � 1 � � . I hied in 310 CMR 0 - 18 SANDY LOAM .. ., _ - - : • _ _ -.t • . . • gravel or coarse sand as spec r�C �- � ....� . o � .� , . ,. , >, � o ,. t .plans, and backfilled with clean gr i -•BM 1 8 �j r ' 16Z .n' SD Sri r 18 - 32 SANDY LOAM.... , ., 6 BEDfo.� , .. I � .• �i n ,• .,/ L l�X�� 32 66 SANDY LOAM _ L � . �. _ .. � / rw, _�_� , dust. fl • •• ,:Yeuo n shall be free of irol, fines and �� ,, �, .,__ � . ; � - �, W �� . J ,. �� 7. Washed crushed stone CLOT C 66 120 LOAMY SAND BM 7% _ M Hill', / % �, , ( r � d b R d &Sons Inc or Septic tank, distribution �, �► - = - \. „, , �i ution box etc. shall be manufacture y PERC TEST 78" B oton o .. ,,. , �o , RATE. 19 min./in. _ _ _ , ; ,, ,_ roved equal, and installed per manufsdturer's specifications. N - _ ti8 ; approved 9nsta 2ChU1NGE _ n2 r - s D i - ' 9 Grout shall be used to provide a water tit seal at all points where pipe enters or ��, _ - _ _ � concrete structure. - leaves a conc e e DATE. JiJNE 27, 1995 ,� , ti ,,, �- �. %� -� � �- .,� . , • 6 � : %� 10, A Board of Health certificate of compliance as required by 310 CMR 15.021 8 WELL. t•c�ai-to�J _ ,,, . work. _ H �. uponcompletion letion of wo TP # 140 - LOT 2 EL.218.4 1y :` o.�, -: _ �9 T - ,. must be obtained b the contractor up P �wrt) > ,II z I - y - i H Q m not designed for arba gender. - 1 l . This system s gn g g f_ , �o �o \ �i is - 12 SANDY LOAM - - - .- - � �- � , 00 J _ SANDY LOAM 12 48 S 48 - 120 LOAMY SAND - PERC TEST @ 66 RATE. S min./in. — -•.� .' .. ©yam'=4`'f. -`, --132 � ., -- --3`3y N - - WATER TABLE . 3 2 FACTOR 1 'Ir OCWTS 0 , __ . DESIGN DATA - tR t � � � SEPTIC SYSTEM PLAN7 �4 t NOT TO SCALE _. v� SOIL CLASS CLASS II T\ 3 BEDROOM HOME @ 110 GAL/DAY//BP-DROOM = 330 GPD nk ON -SITE REVIEW DATED. 8/16/95 UyTI�Er -rCEt: t 1_ PER �_ a FIELD with 5 FOOT OVERDIG BY . STRVE GIOIOSA, P.E. SYSTEM DESIGN. 14 by 50 LEACHIN SITEC EN GINEERING 0 MIN./IN CLASS II zzc , ___ --- SYSTEM DESIGN PERCOLATION RATS 9 - 3 - 2 factor 218.5 1.0 117.5 1 ), ( ) ELEVATION ( GROUND WATER TABLE - II - 53 GPL�/S.F., CLASS x -> -•_ - _ EFFLUENT LOADING RATE 0. u l 5 p �o 4 , 0, TION 48 u, D GROUND WAT ER SEPARA 1 ' REQUIRE ?25 \ I , .5 i . 4 - 3 L SYST EM CALC ULATIONS TIO NS O � o c i 1 GPD , 37 BOTTOM. 14 x 50 x .53 d/s f. gP •, `} _i e , ST kCITY = 371GPD vs. 330 GPD(req'd) TOTAL SEPTIC SY STEM CAPt ti v ....-2Z �• - 4 - 1 =9 _T. . �- - Z22,10 It - Z 8 T ..._ ~�( ,.. _ -•..fir.. , ,.E .. -... - - . � c` .•6 a-ot ,ds I WAst}Ev�4 i iS ►Jars �.> ..- --__ - —' S - c1 r T� Z n 'l 33 CELLAR FLOOR ELE VATION TO BE S..ALE: 1 = 30 (ou �-r' �, t � (rtR at,c.. gRq�u 2 FEET R .ET ABOVE HIGH GROUNDWATER UNDWATER 1 IN SERVICE TO ..NATION OR DRAIN _ LEGEND BE PROVIDED -_ - 114 _ -- --- --- -- _ . _ _ _ . ;• _ � _. � � XISTING CONTOURS 114 PROPOSED CONTOURS _ LOCATION _ 6 TEST PIT OC EE 310 CMR 15.232(3) FIRST PIPE SECTION TO BE LEVEL _._ o 0 � S'EPTIC TANK - � I RIBI►TION BOX 2 , 5 1 NTS", Q EST FOUNDATIONEL.Z y SEC J4 N ( ) TOP OF . __ _ _ ---�fATER LINF, FIMSH GRAD OVER TA FINISH GRADE OVER LEACHING SYSTEM EL 223.15 ''ESE VE AREA ?INISH GRADE EL. 2 24,0=EL. 6 Z.4.o - 1 ® R _ .R o 0 • 4�ElL - 2 /o GRADE ---►- ,_�. _ L, _o i S 3" MIN 1p�{ bVEr_ �,[�• , ..m , . ,,.,, .:,,,, ; ,, ,,,,�; �,,a.,+�",,i , (Tit?) m F'` "MIN M e < a t 1 6 r qr c } N. \ t g l t t t t \, t F-1 e„•.,,� „ t , B.O.N. Sta p o� CE SEWAGE DISP®SAI SYSTEM • _ __ ---- - - �L• ti22.® � `��° ��,y SUBSt11RE� b C, , t c ILID10 M. . 1`22 2 3 J � a t.=.b. " a 1 - ZZ � , r'I AZINHEiFiA I IL J i n n , Cs t�;J. 3i62S 227, 14 ZZ,S6 s p.oc.� , 2z2.� s �. ��,� �ctsiE� CLIENTS ELM STREET REALTY S810 AL ELM STREET 1500 GAL. SEPTIC TANK ci P • �y _ SOUTH DARTMOUTH, MA 02748 t.. Coo_ t~ b -1 c� 0Z ..`- \T �� I✓�CCAVA�"tt�U /j - � B.O.H. Notes LEE AZINHEIRA9 PE ice _ ENG.. TVEERING & DESIGN SERVICES Q 'la.9 S FARMERS CIRCLE u NO1TH DARTMOUTH MA 02747 STRUCTURES TO BE INSTALLED ON A LEVEL STABLE BASE ALL S � ' (508) 997-5747 'OFILE SEFTIC S"Y'STEM PR CONTACT PERSON: LEE AZINHEIRA NOT TO SCALE WATER TABLE TEST AND PERCOLATION DATA PERFORMED BY. B. LE VES UE U STTEC EN GINEERING RING 9 WITNES SED BY: - SUSAN GRIFFIN, RTMO DA U T -H B OARD OF HE ALTH DATE: NO VEMBER 8 1994 �o oSED V W �L TP# 138-LOT 2 EL. 18 � 2 .5) 0 -18 SANDY LOA M : ' �! 18- � L � 0 3219 SA NDY L OAM 3 Ct� � o av J. 32 - 6 6 SANDY. LOA M 66- l 20 „ .LOAMY SAND N PER C TEST @ 78 RAT E: 19 min./in, N O { - DAT E: JUKE 27. 199 5 z I S - W E ; L L t.c�-ti o� Lta-t ' TP # 140 LOT 2 EL. 18 2 .4 ) 12 SANDY. LOA M 12 48, : SANDY. LOAM f 48 120LOA MY SAN D <PER C TEST 66 V - - I Wa ter Table 1 RATE: 8 e T min /in es 7 � td • ate. ` - 3 .�°(� � C April 27,1994 lie _ Test P� st • � t No. 317 El. 218 7 Water@ 3 U _6 GENERAL NOTES 1. All work must be in accordance with the re9 f, rements of the Dartmouth Board of Healt h and Massachusetts s Department of Environmental r nm ental Protecti n regula tions 310 CMR 11.00 & 15.00 Title 5). 2. No tify the Dartrnou th Board of Health and the Engineer neer for inspection of se wage e disposal stem when leaching area fuitYex excavated ted and when all components en s are in place ac e prior to backfilli ng. 3. No mo difications fi cation s shall without prior n be made to this system p o written approval by the engineer and the Dartmouth Board of Health. 4. Ele vations shown on plans are based on assurtDed datum. 5. Heavy equipment shall not be run over h i� osal system. the d ._p Y 6. All unsuit able materi material to be excavat ed froti,3the leachingareashown on plans, rs i and b e sand a specified 3 ackfilled s ed n . 10 CMR P with clean ravel or co a P 15 l),1 .255 2 3 /. Washed crush ed � + stone shall t es and dust s al be fr ee of iron fi_ 8. Septic tank distribution aufactured b Rotondo P box etc. shall be mab. &Sons Inc. or , Y approved equal, ual and installed Per manufacturer's s specifications. . 9. Grout sha ll be used to provide awat r tight s� a1at all joints where pipe en ters or leaves a concrete structure . 10. Boa rd of Health ath Sr certificate required b 10 C'M mfi 3 R 1 0 cate of 5. 21 com lianc � e. 9 Y P mu st { be obtain ed b letion f work. the n o o y contractor upon coml a 11. This system is not designed for a g t' arba e ruder. I g — „ �• B.O.H.tor _ / 1 � 2 Water � e Tab) e EL 216:7 <N r i l _ I l 1s SEPTI C SY STEM STE �OCUS AN r-L M DESIGN D NOT T N DATA v Soils Evaluation performed O SCALE . p ed b Steve Cnosa , F � y f i T � Test Date. August 6 , � 1 t . 1995 12 3 � g 0 PM Weather. clear, 8 ,.. 5 depth from , _ U om su rface ce soil ho rizon on soli t tex ture soli color soil mottling other. : 0-8 3BEDR - 3, - � 1 oYxB/2 , BEDROOM HOME @ 110 GAL/DAY/BEDROOM - 330 GPD 8 - 28 B FI , _. ne sand l OYR7/8 Y SY TE zz \ S M DESIGN. 14 b SO D with 5 FOOT OVERDI loam y LEACHING FIEL G 2 8 120 C Loamy m Y sand 10 YR mo ttling 36 co m act ,5 o gravel SYSTEM DESIGN - MIN +, S GN PERCOLATION RATE. 20 , ./TN, CLASS II 1 .9 - - - GR , OiTND WATER TABLE ELEVATI GO / 5 avErcvl� i Z - t - E - - ,.5 \ ? EFFLUENT LOADING RATE 0.53 GPD/S.F.,CLASS II w i n 3 ; .o. RE -48 REQUIRED GROUND WATER SEPARATION Q ARATION r, SYSTEM CALCULATIONS , BOTTOM: , O OM. 14 x 50 x .53 d/s.f. _ 3'- �1 GPD ti hti z, 9 ; TOTAL SEPTIC. SYSTEM C,t"it ACC ii '- 371 GPD vs. 3.50 9 2 _ . _ _ Cry. 'f�1/� ; a 9� � � I/1. Z2.2 . i o _ \ o 3 - 4 1 iZ WAsNE rC y O SITLE PLrA � o o. a 2 ro D J C — ► f ------ -.... r ___- 1 _ — _ v ._.�-• GGFA►J C-rQAt�IUI.ArL. Shrir) CELLAR FLOOR ELEVATION TO BE SCALE1 T 2 FEET ABOVE HIGH GROUNDWATER (T`fF. ALL AR0u►J0) ELEVATION OR DRAIN SERVICE TO / BE PROVIDED 11 / . l - LECEND 114- -- - EE 310 CMR 15.232(3) FIRST PIPE SECTION TO BE LEVEL — Ex1STINC CONTOURS TOP OF FOUNDATION EL. ?2,4. 5 PROPOSES CONTOURS TEST PIT LOCATION a 1 FINISH GRADE OVEFTA - -- -�_ _ o o SEPT ,/NK FINISH GRADE EL. 224 \? y NK EL. �Z4 ,o ECTON (NTS ) � IC T/ FINISH GRADE OVER LEACHING SYSTEM EL. !�� Q DISTRIBt,,,TION 13OX 2% GRADE W WATER L,I ® RESERVE, AREA ---- - , o WELL i 6"MIN dI =O T *� py�2vlG - - ------ _ -- --- -- /,� - B.O.H. i s � � _ + � ': o P [ •q i• a � ,, �� ., � a � , P �1 I � lifts "� �� SUBSURFACE T �'��. S B 1 ��A G C� v St RFACE SF, DISPOSAL SYSTEM tl r k a, v 1LhlO M. �� 1 2,�I� - z2 , A 1�(C f'It cn �j ` o.00r� a 1 1 civl L ;; -- - - -- --- --- --- I 500 GAL. SEPTIC TANK ,, CLIENT: ELM STREET REALTY ELM STREET 2SOUTII DARTMOUTH, MA 02748 QeviSea� 9 T/9S �tlmrti o� Excava to q z6 �" ►J _—_ Revised / /9s FLAT (:�4 l-e�T WO-2 B.O.H. Notes u o r�� y b q ,�,d°1 + LEE AZIN EI A PE ALL STRUCTURES TO BE INSTALLED ON A LEVEL� - � 1✓ 2 219 FNGiNEERING & DESIGN SERVICES ST�11rIE BASE _ _ — ; __ �. t _ FARRIERS CIRCLE I �. N I 1 ORTfl DARTMOUTH MA 02747 SEPTICSITSTIE.M.,.c_5o�, 97 5747 I NOT TO SCALE i _ _ I CONTACT PE9SON: LEE AZINHEIRA + i f I � _ 1. I 3 ar f � •1 o _ t I 1 N 1 r h � 1\ I - \ l 1 r 1 > r 200• s a r l l i fl� i 0 � � �L I ) -mot" , � ^I I 1 N 1 I I r � e : _y -�! r / - i / l . 1 - m L I ) V / /f r� o 0/ 00 n II: 0 I I 1 y + �o 1 � r- • F /7 - 6 �E fORb �1 l u 53 11 e- a�5 ao ML 4. - 4 Ye Iow a, Hill ,I , u � J J� J — 1 G - 9 - - N ,'HAN - �o , III LGE - -- i' 6 - .0 o / - o a •�- 0 - ,• � l 19 �\ I J z o w t a Q. J \i i - 1 1 - O J O ZZ - a l a - -s — .I 1. o 1 o V 1L 13A 1 A 1 WATER TABLE TEST PERCOLATION AND CO ON DATA P ERFORI'�IED l BY: B. LEVES UE SITEC ENGINEERI NG G 9 0 o WITNESSED BY. SUSAN GRIFFIN DA TM R OUTH BOARD OF --- - , HEALTH I - DATE: > NOVEMBER 1994 r € i- I I t oaED �L 1�! I TP # 138 - LOT 2 EL.218.5 i 1 0 - 18 SANDY LO AM 18 32 Y SAND LOAM to i C 3 4 L30 32 66 SANDY LOAM S � 66 - 120 LOAMY S , OAM AND pERC TEST @ 78 N RATE. 19 min./in.: N DATE. JUNE 27, 1995 Z 8 WE LL 1-o—CA-rt0d TP # 140 EL. 18 2 -r LOT r 2 .4 i i 0 12 SANDY I, S LOAM ., 12 - 48 Y SAND LOAM i 48 1 'J - 20 LOAMY SAND r, PERC TES 66 Water Table T - est date : April 9 RATE: 8min /m. 27 ] 9 4 Test Pit No. 317 El. 21 N � i 8.7 GENERAL NOTES 1. All work must be in accordance with the requirements of the Dartmouth Board of Health and Ma ssachusetts usetts Department of Environ m,n tal Protection regulations 310 CMR 11.00 & 15.00 5 Title . c ) 2. Notify fY the Dartmo uth Board of Health and the En I eer for inspection of sewa ge disposal stem when leaching '-d and when all components each n area is full excavat P P system g Y are in lace priorto ba kfil ' g. P c IIn 3. N t prior written approval v o modifications n u o b c o s shall e m ' h b made to this stem wit a P PP system the engineer 'n d t Dartmouth Board o Health. eer an the f 1ht g . 4. Elevations datum. a ons shown on plains r P s are based on assumed da _ 5. II st . Heavy equipment � em vy q p e t shall not be run over the disposal ,y 6 s A]1 unsuitable ;achin area a shown on t e material e allst excavated from h �: o be cava ed om the l . K plans, and backfilled with clean gravel or coarse savld as specified in 10 CMR P gr P 15.255 Z Jt3 . 7. W dust Washed crushe d stone h e shall be free f iron fines and e o , 8. tTed Rotondo n r Septic k b& Sons Inc.c. p tank, distribution box, etc. shall be manufach_ y approved equal, and installed per manufacturer's s Pccifications. 9 �11 joints where i t a enters or Grout shall be used t provide w 0 ovi e a water tight seal at s P g is PP leaves a concrete structure. 10. A Board of Health certificate of as compliance re mired by 310 CMR 15.021 P 9 fw r m o work. must be obtaine d b th e o contractor upon completion lion Y co e P P 11 This stem , i system s not designed for a garbage grinder. I J I $ Water .36 _ V _ _ O.H. Factor 1 - 2 Water Table El 216.7C11TS V Ll PE"AN - _ SEPTIC SYSTEM DESIGN DATA h NOT TO SCALE .� Soils Evaluation performe d d by Steve Cnosa \ f Test Date. August I 6 1995 12.30 PM Weather..: clear, 85 depth from om surface soil horizon soil texture soil color soil m _ . I � .,. ottlrn other ., g 3 BEDROOM HOME 110 AL - 330 GPD � G /DAYBEDROOM � 0-8 A 10 7 �...YR8/2 . 2 8- 28 B Fine sand 10YR718 .,. / s. SYSTEM DESIGN. 14 b SO LEA HIN FIELD wit_ 5 FOOT OVERDIG loam - 2 Z z 0 a 9 28 1 0 ° 2 C Lo amy sand 1OYR _ mottling 36 com act 5 / _ y o 4 g TN CLASS II � � P � SYSTEM DESIGN PERCOLATION RATE 20 �z MIN.P t- gravel t SystemThis Designed _ GROUND WATER TABLE ELEVATION216.7 ,. M r r �� , g _i �_ 5, aYlzor For Garbage Grinder, Whirlpool 6o t : �A, K y¢EFFLUENT LOADING RATE 0.53 GPD/S.F., CLAS5 II 7 ERT1F1~+1iON f �� <{Or Other High later Use Devices. ETREUI REQUIRED � � STATE �` - 3 � REQUIRED GROUND WATER SEPARATION 48 I ° -\\ i o - - - -' _ SYSTEM CALCULATIONS r J ` BOTTOM: 14' x 5O' x .53 gpd/s.f. = 371 GPP 1 ti ` 2Z¢T TOTAL SEPTIC SYSTEM CAPACITY = 37IGPD vs. 330 GPD(req'd) j 1 Y2Z}.o 9 r------ I L_ 1 d - 222. €o'A 11 E-t7 rOJ �hh I � r ._ n —__ e..a .e a.e .l t.. � Z. ♦ .♦ wS... . r . e/ 1. M ! 4 ' . P1•f __—___..-.—_ 02 WA N E•p r �2r8 .I � 4-o I -� (Ti F.) I, — -- . ` G�FA:►J t�QAt�UtrAfL SAn7� ' slwrl"ERLAN.-- CELLAR FLOOR ELEVATION TO BE SCALE. 1 30 auTLr-_r eL. 2------------- -1._ . ----------------------- 2 FEET ABOVE HIGH GROUNDWATER (T`tP AL(- ARou►aM) ELEVATION OR DRAIN SERVICE TO , I , BE PROVIDED 1 I LEGEND BOARD OF I IEA_ H Is I ` °_ ION � REQUIRED £0 Q Er1 EXCAVATED F T EX O R I U STIN S G cor. EE 310 CMR 15.232(3) FIRST PIPE SECTION TO BE LEVELPROPOSED CcNTouRs — - LOCATION TOP OF FOUNDATION EL. 72i. 5 � TEST PIT LOCH ON 0 o SEPTIC � C TANK SE TION 1 1 NTs o r FINISH GRADE OVER TANK ( ) Q r FINISH GRADE 1✓L. 224,2y EL. zZ4 ,o FINISH GRADE OVER LEACHING SYSTEM EL. 223, Q DISTRiBt TTOI T30X 1" W— WATER LINE ; k ® RESERVE, AREA 2% GRAbE ---+► y • \ WE _ Q lL SEP 2 8 1995 J 3" MI1V t14RD OF F6rj 6MIN tTH " - - - - B.O.H. Stam:) U� t:� , J o e o a I V E i7 r r;� ]0 6 a U • _ IL,c,o M. ��, SUBSURFACE SEWAGE DISPOSAL SYSTEM C° Q F ' ( NHEIRA _ e � 2 .. � � o d .� azl -_Z..._�.._ to � Q - - y 117 7 .4, A" VV� f - 'V/t- / = 0,005 �-Q 3 �' s CIVIL J t- , 6vc.07628 1 C C� - — 1500 GAL EPTIC TANK P. e� ass n, CLIENT: ELM STREIT REALTY 4 _ ELM STREfT S r" �TMOUTH r .� SOUTH DAIS , MA 02748 / e -T FLAT G4 L�00-Z �. 1-1 /ntTy o� iExc>Ava-�'tot,� /gs - - __:___ B.O.H. Notes - J,� d . LEE ,A►ZI ETRA PE .a � , E , a s d°i a �, `l U T O a is , 6 �] ,_� •� ENGINEERING & D�51GN SERVICES THE APPROVAL BY THIS 01 HrU, ti r ALL STRUCTURES TO BE INSTALLED ON A LEVEL STABLE BASE _ � - CHANGED WITHOUT BOARD�'' g,,Ip /� 5 FARMER., CIRCLE DI�Ea.' NOT �T4l11 ,141Y i LL THE ' 4 N gJTA M HEALTHOF ; •�( £EEPi�T#VEI`dES5 OF r,aY ORTA DARTMC A 02747 p� TI o5747 _TC STEM 1 .S .._LEI ,0�� 997 P „ . TS , r F . DART E OI.BTH BO,iF� 0, h�.,..LTrf ' NOT TO SCALE CONTACTv: PERSON: LEE AZINHEIRA r I a at " f •;�, \ 1 r — , 0 � - I \ �s ' r i , e t - , D 4! I / 1 t~ r h - o i eln i � `r• / ,'r a \ r a a I J- J O r 1 I V r _ l — i J b R , / n. I 5 if _ e - - \ I 1 - I 11 / ti r- e 1 � - 0 I \ 'e s _ - X 0 n It ,r �. - 1 r I Ji t c .a o rr i - i -i-0, 6 BEDFDRb /• 1 i �M 11 ti r-I � •1� •n• �I - „Y@IIOWt Hilt', NN-� NGE 16 9 c .,.. i u. I P 1 - _ . a I r s a- D; _ ti l - Z o a � I / 1 1 v S _ 6 .o 9 I� ri �I T-' -e. I r I r i / / I - 0 J I - ram' 1 , / v d0 1 l a i - r .. _... _. ..._. ,. ..._.. ♦ ... _ ."... ..:... ... .... ......... _..:-,... ....,.. ... ,� .. -._'. .... .... :,.. _-......_ _.r.. _. ... .-. ,. ___.... ��4-i'?4.%_, _.m ,.::1'a.,c_ _... ,�r_.e..-... __ -. .,.s a. _. ". .,_. ,_...� N."-i._ri_, a. .. ... ...... c..m .. .._ v t.�%5::=' ..0 .,. ... , ., .. .., ._., f .,C .,_.-_ 5,.. .''_3 _,_ ,,.- „-. ,.< -_ ti,....»v ,-. e.'a4 :. _�:. »..-lY.... ...-vA..-,.n ..... .,, .....t ... .t cb .w . - & . LIVE LOADS -7__I- --- --- -- DESIGN LI FOUNDATION PLAN _ 3 �, F - �-r tE O 9_l -- _5- a - ,j , 44 ELECTRICAL A - — WALLS 21 PSF WIND LOA � _ �- 40 PS ROOF- WAT':ER HEATFLCIDR40 PSF 5 PLUMBING & HDT ASECTI❑ DETAILS 6 �1- 40 PSF' , , �_ CflRRIDDRS IMP, 3 i R P'_,-_24❑SS SECT`��P �U� S _K6B CR ,100 PSF HSTAIRS - .. T THE eui�:aII� 7 DETAILS- �� �u�� T_. - PROGR S QF F- 1BALCONY 60 PSF T, CIS WC3R�. 24_�9C� OTHER- N/A 8 GENERAL ND _ - BUIMI G MEPqRTHEM 'Town of z),artmouth _ >.. I ... a .. � , ,��, ll E, ., r, - �. . „ _ ,` SHEETS I SET S NT F SHEE (W THIS... 12 TOTAL NUMBER 0 - - - :, .. , PROJECT,NAM _�� _x---�— — --- — r --- - - - -- - -- �� PROVISIONS ENERGY, PRO JiSI ENE _ CL -r�aNr_ic,:_Mm. ;LDCATID PROPOSED v, ��GROUP-' _ � CLASS .'B U VALUES :R 4 CDNST RUCTIL7N ,. -- -- USE }. . LUM_E_. 8 F S V D ACTUAL ` A LDD �4 ---- - A.. RE / FED A REQUIR � ❑ �i BUILDING COMPONENT C❑RP❑RAJ . Fassn ' L . W L .04 _, FOUNDATION .08 1 ❑F F 0E� 05 T (HEIGHT FROM TOP ROUT E ' #1 T - BUILDING - ------ ,;. HEIGHT DF WALLS .. -.__ _.__.__ - A L -- _.033 _ C CIVE F __ UN--- -- — :033 W IGH1-- AB---- 2 23 5 ROOFS (TR USSED) N❑ '�F FL _R—_�--- BMX , S. . _ 200 / 'PERSON _PER _ 3 N A PER .033 .03 1 PE FLOOR-1 _ UPANC Y LOA D D a6R DESIGN DCC "ROOFS ` (RAFTERS)DEBT E N.N. 03 27 5— K N S A., ----- e d , F�EMBR❑ ,033 _ � - -- ---- - ` CEILING CA N 0 % —.05 : 225 39 as C�03) FLOORS/BASEMENT. I `FLOORS/BASEME _ 1 AL f .14 M Y _ (FINAL 4 S DETECTOR TYPE III F .1 SYSTEM .�IOKE DETE DOO RS TYPE OF ALARM t L N T. .65 ,.33 RCM __----- -- __ - 0 CATION PER LOC AL FIRE DEPARTMENT" _ - WINDOW HE I LF T _ _ SY S TE. NO PER SECT ID _ _� � C � � UPPRESICJN _M---N��-_ - - - T1 PE CF S _ 8 . . MUST AVE A U VALUE ❑F 0 . x WALLS US H , . BASE MENT WAL E _ _ DING C D • ':STATE BUILDING R DEALE R � BUILDE / - BAR >PR PROVIDED BY TERIAL & LA - _ 'AFL MA _ T H ND BUYER. GEMENT WIT E . - 0 � HER ARRAN - - - ,B Y - ., T - : UV r cz : N _ m o m, » M N, O O[ _ N / y V, w v m A' t V a RIGHT SIDE ELEVATION �, r a z 4 z � lt3 .. C) L i 04 �+ o W CC) x H O cc { — U p I W If 2 a Z m- _ c TOP OF ROOF a� .r a� a� 3 co c� O s- 13 - 3 11Z' Cn tt} _ FINISH 'CEILING 0 cn I-- o N �'> O a .IC v ` �jR � Ix - .. 0 YO Wer "'Av a �. - Al TH T - (L(JIf�G DURING; y' : - y- PROGRESS C; . THE, WOW -, oo 1 FINISH FLOOR 1 3 , > .,, . '�i�` s T -'°� _ TQP OF FOUNDATION . , _ i 1 t. C e ,t s ELEVA TION y .REAR r , : _ h S eet Number: } 2B OF 8 >: > r a •,K� T�,'n..: UZI ALL. ... _�____.- _._ _S_CT _ _ l0 _ _ P.ICAL LALCY D�TAtL - -- _ . _-_ . "`,_ . _CQLUM�1 _ . . r.. Al .. .. .. 1. � ... _ _L:/ . 'e-.'.:•.. .. , :.... �:�:1 'c e. ri �,. �C .. V'-.i. :.. _. ,� ..� ,.�. _t _. i..• ' : .. ram_, N - DOOR OPENING IS FRAMED 3" LARGER THAN REQ'D SO SITE CONTRACTOR CAN INSTALL ' d r FULL HEIGHT JACKS ON EACH SIDE TO TEMPORARY SUPPORT JACKS TO TIE FiOUSE AND KNEEWA -� WIZ LL TOGETHER . iAVL = BE TAKEN OUT ON SITE AND REPLACED SUPP'D SITE CONTRACTOR TO CUT TO FIT H WITH FULL HEIGHT JACKS - SHIPPED LOOSE q U TO BE CUT TO FIT AND INSTALLED BY Q SITE CONTRACTOR. W 0 SUB FLOOR AT EPOCH MODULE (4 2x8 %,ITH ;" \ � 1/2" PLY SHIM OR 'CONTRACTOR REQ D . TO E-+ Q a CUT OUT BEAM ( DOOR OPENIIxrG W PERIMETER BEA!1 - wa �•,. _ - 1 ? - FLOOR JOISTS p.. U1 C� SITE CONTRACTOR O CUT OUT o BEAJV ® DOOR OP,'ING 1/2 PLYWOOD SHIM fi BY EPOC `- 2 x 6 SILL o I �O 2x6 PRESSURE TREATED SILL a I c ON I cilo IS LIT -ENTRY PLATFORM IS SILL SEALER I I I -, r+ I ti R, BY F 0 BOLTED IN OPENING FACTORY r n c o F L - -r� FIELD CONTRACTOR IS R�S, CNSIBL- I Z �.. O TO LOWER TO PROPER HEIGHT. � O L _o _ U l 8 F.11N FOUND W ,. , - q D .ALL _ SITE CONTRACTOR R� D TO � .' ( BUILD "OUT PLATFORM INTO DOOR OPENING I W "SILL Tic. FOUNDATION STRAP EMBEDMENT Irv.. COr,C_ & I ; . 0 FASTENING TO SILL PER i m- T p %" L!ANUFACTUINSTRUCTION'S - L I 1 SII CO. IRAC _ OR TO UILD OUT RERS .�= .. ",3 FLOOR — .,. I I DT e F .f 7ti — Jv E0_�, C, rL T CR,. I :T.OP.�. I I DOOR 0 �NL�IG ri 7 10 y LAST ir,,. COURSES 0r I . ( � IIAT'LS 'OT SUPP'D J E~ SIDING INSTALLED BY E 2z5 SILL SY SITE CONTRACTOR),. •r. N. � ✓� - SITE CONTRACTOR - �-� ` f✓_tiliV :.,;N Min. °.. FROu SiiZUOT'uRAL i � - WOOD TO FINISH GRADE _ SILL ANCHOR - SEE DETAIL STD SILL DETAIL SITIeE m � Y acllj o f cl- H: o w O Q p IE1L'D CONTRACTOR w . O j w W a ? w ` e311 w r� C c-- w o o {" a_ z }. 0 4J: w Ld €. w w 5w w C-1 c s? OD , L>J :co I = I = 0 1 W'' _ i3 _ —IIIII—IIIl1-11111 C w o Illil-lilll-112 �- o IIIII-IIIII s W _ a I N CD � MIN 3" FLOOR FIGURED — — N 11111=illll o :, a N N z IIIII, 6 .. _ 0 O 00 o FLUSH FRONT SPLIT ENTRY ELEVATION �� M -�°- q 0 c: = C REFER TO DETAIL oo� SITE CONTRACTOR`` RESPONSIBILITIES` I 0 U L 2 AND 7 ON SHT6A 00 0 0 Q _ 1 O OR DETAIL 4 ON SHT6E-1 & 6E-2 0° SCALE: 1/2"=1'-0" I - €? C� 0 � i. Z I- OR DETAIL .3 ON SHT6E-3,6E-4 & p � I � o - � ,{ � Q 6E-5 FOR DETAILED INFORMATION I �i BOX t2- PLYWOOD SHIM 2 x 6 SILL ABOUT THE 2x6 SILLS�- FASTEN TO SILL ✓/ WJ_ BY EPOCH ¢ SILL SEALER NAILS 16d 16" OC F ON SITE BY FIELD (CO, ! O z �tr. O c , STD SPLIT ENTRY SECTION' THRU PLATFORM COUNTER BORE, - SEE NOTE 2 � C_) 0 SCALE: 1 2'=i'-D' DOUBLE 2x6 PRESSURE - J, / FLUSH FRONT SPLIT ENTRY SECTION f�i� TREATED slLt SITE WORK AND �'„T�L� Q ! �BY F= COIN7RAZTOR SCALE: 1/2"=1'-0"�\ DBL. 2x6 PRESSURE _X 0Ld I TREATED SILL 1 m jl 1/2" MIN DIAM ANCEHOR BOLT: u E4'BEDMENT: MIN o"" IN CAST- Z ! IN PLACE CONCRET 15 Ir! O ^II, li 1 -I UNIT N,ZSONRY IN ZELLS �t U F N ALTERNATE SILL _ E • AILSPACES_FILLED - � �Fl,��c {r/ co,tiCR�IE. K � Q • ti_ BE�O`1 - I ATTENTION- - Z m b \ �- r I IF YOU ELECT TO USE THE fLT 1_ SILL ucl IL O THE FOLLOWING MUST BE DONE G O ocv 1. NOTIFY EPOCH CORP. SO THAT WE PRAY ADJUST THE SIDING COURSING DIM- FOR THE DOUBLE SILL. TOP 2. MAKE SURE THAT THE TOP PL , { THE DBL SILL IS COUNTER BORED. TO SERVE IS COVER &- CAP u,AL SLEEVE I -Ili _ill c5 FOR THE NUT BOLT THAT P= _ TS THRU THE `- III — I APPLY NON SHRINK SEALANT I — ! i I �— �. `�.-1 BOTTOM PLATE: ER-: ROOFING & I, \ I ... � . If D{h,1S r DETERMINED • •si,,,,. �,o ,n ..,. .� .. � � I SUM? P:JMP N P- - BY BULKHEAAd MANUrACTURER ' o DRAIN PITCHED � a NOTE: "SILL TIES" k "ANCHOR BOLTS � ¢Z 7 '` TO DRYfi'ELL I SHOULD BE LOCATED ° o' I ^ o I W/IN tZ" Or ANY END 6t SPACED a LOCATE AWAY A MAX OF 5'-U CONTIN. ALONG WALL FROM ELEC PANEL -SEE DETAILS BELOW- a;. E 4: EPOCH-MODULFE FIN: GRADE .� II(II—,IIIIIIIII _ �,� NOTE_ _ DBL SILL (TOP SILL I I— TER BORZD TO - -SITE CONTRACTOR IS RESPONSI LE REco:ti1MEND COVER To — — IIILI-11111 RECEIVE ANCHEOR HEAD) Y e � -FOR MEETING STATE CODE REO' � ' PREVENT PosslaLE ^, FOR BULKHEAD RADON INFILTRATION rk- LKHEAD CONSTRUCTION. i'IIII-IIIII- BY FIELD COWITRACTOR 'SITE CONTRACTOR IS :RESPONSIBLE e = TO DETERMINE FINAL LOCATIONS t — : -. OF BULKHEAD: DD `�j x: O� o �o �I { o �Q ofop Ili— --I - c:- oav�. �_ 1111={111=I{II=1111 J t. _ IIIf=1!11=11!1=1111_it- !IIt=II!1=111!=!II!= — �• — Sheet Number=. ram_ f FIELD I LD CONT RACTOR SECTION R IS �E�C,Oh AT SUMP PUMP SS � V �. N .THRU: BULKHEAD KNEE�'.'ALL SECTION -FLUSH .WITH PERIMETER :BEAM �' ILE P�RSPECTI JE x �•' RESPONSIBLE TO DETERMINE ,q t a �'> sc.�c_ ,�z-_,•-cr, - FINAL � '-� ^ - AL LOCATIONS AwQ MttT SCALE: 1 2 =T`-o Q ALL � �(. _ SCALE:` t/2"='-0" / 3 B. �� LJ , KILL_ GOVERNING C-ODES, . «.e+>hs��'. 5.::.:.+ --��-��•�..*�'-+^�:L�..:'i iZ� ••�".......`}':w'- : .. > ._ ' .d :o `l. � r. ,. _ +LrJY.^'.!' . �T. ' *�4r. "° � :.J.. _ � _ ..mot M',. -. . ., ......1' .. `'.i�i.'�.� ri',• !, .ems_.}c 3'a�, t r.,.,i., ss.. s� r- �+t�.,.Vr� �,..xth.�ca'1abx3>.,,�� v:� '..�..c+Et.. .`k.'..,.�$.•.c..`r'�CS. � r+:+. -- l m � P-1 s co ED- i _co I N CO I Ili _$F LL J M:2 X K� 14 _ f 2X 3 X - P - 1 4 Zx _ _ F,... 142X D 3B 3 .. K3:S Ki 14 2X _ Q 12 2 x __ i-� ;• s L Z 2. - ,: g g N 14 zx GFR-I BATH DLZA3IL 4-2x FLZAZ co BR#z O(322g3. _ FSGfl:lie-3-5" = : _C322AZ , A K l6 i— K='Z a L ZA o {�-Z,r fJ A_BZ2.f 0 Q_ .S b cC2Az a > �_ KIT/DIN .. > Mr I4 Z ; DL3A3 �. tr t 4-2X I t` r . 41, BUBL p[ DBR2B2 CL1A3 SD -- i r LlLlllv= R ATnc �(. I� -ZX C�1B3L--2PANEL CHIMES r LIGHT � s1 , �_--.��-�+ � 3 COAL- 14-3 IN I N-BSMT TO BSMT SD (� 4 Q i3�S 1t3Z13 At'1P' Cc�NN IN C3SMT,- µ , : t!J Q D El S i=F321fi3 J � z ` o Ps Ct3�1t33 BBR1B2 $ BLR1t�3 $a Q ALZIA:� BSMT S3 14 X CL CLRiB2 >- - W U L) LR a Q BR#1 -- BR-1 H W o 14 2X Il 14 2X - Q 4 - PLEX__ 4' SR. a 4—PLEX 14-2X Q, 14.2X = .1 M 3� __ Z EXT. FLoo12_ iz G N _ cv 5 cz 14-2X (� �L 0 BELL -z � M , 10CV N1 LEGEND CONT`D MEET 11. EACH RESIDENTIAL HOME WILL BE PROVIDED WITH 2 PHONE JACKS CIRCUIT DESIGNATIONS LEGEND � � °m � o�u' 1. EPOCH CORP. ASSURES THAT ALL ELECTRICAL REQUIREMENTS M . ? .,,,, om=� OR EXCEED THE CURRENT NATIONAL ELECTRIC CODE, ALL ELEMENTS AND2CABLETV OUTLETS. STANDARD LOCATIONS WILL BEAS FOLLOWS: MARK STD. AMP. DEFINITION MARK DEFINITION MARK DEFINITION �. m0Z ARE 'UL' APPROVED AND ALL ELECTRICAL WORK HAS BEEN TESTED PHONE: KITCHEN -SWITCH HEIGHT ON MARRIAGE WALL MSTR BR- a yo AND APPROVED. OUTLET HEIGHT ON GABLE WALL SWITCHED OUTLET PHONE JACK 2. THE FIELD CONTRACTOR IS REQUIRED TO MAKE ALLFINAL ELECTRICAL CABLE TV: LIVING RM-OUTLET HEIGHT NEAR INTERIOR CORNER CONNECTIONS TO THE PANEL AND OTHER CONNECTIONS NOT POS MSTR BR -OUTLET HEIGHT ON GABLE WALL CONVENIENCE OUTLET c (CABLE JACK :-_ aE FURTHER CLARIFICATION T THERMOSTAT 1,2, ETC. CIRCUIT DESIGNATION R F U zs PLAN FOR ) SIBLE TO BE COMPLETED AT THE FACTORY. ALL WIRES WILL BE PLAINLY (CHECK O �... MARKED AND PROVIDED WITH CONNECTORS WHERE POSSIBLE. DEALER IS RESPONSIBLE TO NOTIFY EPOCH OF ANY CHANGES OR LIGHT- --- WIRE RUN IN CEILING - / ADDITIONS BEFORE CONSTRUCTION BEGINS. 3. THE STANDARD MAIN PANEL LOCATION IS WIRED TO BE LOCATED ON h THE RIGHT SIDE OF THE BUILDING AS 12. ELECTRICAL REQUIREMENTS MEET OR EXCEED MASS SUPPLEMENTARY ❑ JUNCTION BOX HEAT DETECTOR f� THE KITCHEN END (NORMALLY W FACED FROM THE STREET) & @ THE CENTER OF THAT GABLE END. ELECTRICAL CODE. O SPECIAL REQUIREMENT PULL STATION (OPPOSITE SIDE FOR A REVERSE PLAN) SEE INDIVIDUALPLAN FOR E DUCTED THRU THE EXTERIOR WALL. INTERIOR WALL r CORRECT LOCATION. THE DEALER IS RESPONSIBLE TO NOTIFY EPOCH 1,- RANGE FANS ARE r f- LOCATIONSAREFIGURED FOR A DUCTLESS HOOD. S SINGLE POLE SWITCH OF ANY CHANGE BEFORE CONST. BEGINS. : _Ss . THREE WAY SWITCH 0 o COMBINATIONS ARE VENTED THRU THE ROOF. 4. HEATING ELEMENTS ARE SIZED TO $E 10 /o - 15 /o ABOVE THE REQUIRED 14. BATH FAN/LIGHT 250WATTSPER-FOOT. THE FOUR WAY SWITCH v CALCULATED HEAT LOSS AND ARE RATED AT I S4 MAXIMUM AMOUNT OF WATTAGE PER CIRCUIT IS 3750. 15. ALL REQ'D. SMOKE DETECTORS & HEAT DETECTORS ARE INTER CON- CTED &WIRED AS A TYPE III SYSTEM. H FAN/LIGHT 5. ALL PANELS ARE PROVIDED WITH PROPER SIZED CIRCUIT BREAKERS NE FACTORY � BAT ;f K FOR THE NUMBER OF FACTORY INSTA LLED SMOKE DETECTOR(s) ON 1ST FLR. ARE WIRED & INSTLD. @ CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL ADDITIONAL ALL OTHERS ARE INST`LD. BY OTHERS ON SITE @ LOCATIONS TO BE Q RANGE FAN DETERMINED BY LOCAL FIRE MARSHALL (WIRING PROVIDED @ FAC- S "" BREAKERS. RANGE OUTLET TORY) _ 6. THE DEALER IS RESPONSIBLE TO NOTIFY EPOCH CORP. OF SIZE AND ALL DETECTORS TO BE CEILING MOUNTED. (MICRO A OF DRYER OR 30 AMP. OUTLET EXACT LOCATION OF SPECIAL ELECTRIC REQUIREMENTS (M FINAL SYSTEM INSPECTION & APPROVAL.IS THE RESPONSIBILITY Sheet Number: WAVE OVENS SPECIAL APPLIANCES, ETC.) BEFORE CONSTRUCTION' THE LOCAL FIRE OFFICIAL. _ HEAT ELEMENT BEGINS. � u 16. ALL FACTORY PROVIDED SMOKE DETECTORS ARE AC/DC WITH BATTERY WITH THE EXTERIOR TRAC LIGHTING 7. ALL BATH. OUTLETS AND CONNECTED LIGHTS 'BACK UP. OUTLET ARE PROTE CTED, BY A GROUND FA'ULTCIRCUIT ' X WIRE RUN THRU WALL _ A OF 8 8. SEE SHEET #8 AND GENERAL SPECIFICATIONS FOR ADDITIONAL INFOR- MATION. ` (� SMOKE DETECTOR r 9. ALL WIRING IS TYPE N/M COPPER UNLESS SPECIFIED. SP ShAGLE POLE B E BREAKERS STRIP LIGHT 10. RANGE CABLE IS 6-2 ALUMINUM WITH GROUND. DP -DOUBLE POL . cl . —.. PLUMBING & HOT TER HEAT NO 1. STANDARD PLUMBING SYSTEMS -ARE. &VENT P1 RE PVC SCH 40. THE a.`DRAIN,`WASTE 1PES A _ MAIN STACK IS 3". ,t - -- -- — _p -- -Q�� b.COPPERDtSTRIBUTiONLifiNESARE 1/2"OR3/4 TYPE L. THE DEALER IS RESPONSIBLt TO NOTIFY EPOCH OF ANY c4 _�A_U-CF—T REQUIREMENTS - -- --- SPECIAL PLUMBING LOCATjIONS OR Li -- BEFORE GON$T. IS STARTEGD. f _ ------ -- - 2.'ALLPLUM8INGDRAINSARES;TUBBED7HRUTHEFLOOR. 1 CT RESPONSIBLE TO IN "I 6 3600 BTU I THE PLUMBING CONTRA FOR IS R i AN , COMPLETETHEPLUMBING ...STALL SHUT OFF VALVES G7 - ' NG OR EXCEfEDiNG GOVERNING CODES. SYSTEM, MEETING RESPONSIBLE ---- -G i FUTURE VENT � 3.'THEPLUMBINGCONTRACTO�RlSRESPONSIBL 2 I 2. VENT. �}- �- _ ALL. FIN AL CONNECTIONS NIOT POSSIBLE AT THE FAC- 3" VENT : " ABOVE THE I KIT/DIN TORY AND TO EXTEND ALL,,3 VENT PIPES ROOFLINE TO MEET OR EXCisED ALL GOVER NING 2 r>E - 3 i8 00 BTU _ IN CL 0 ASSURES ALL FACTORY INSTALLED i 4. EPOCH CORP. �T BR#2 D AND APPROVED. THE + PLUMBING HAS BEEN AIR T1STE BATH c TESTS ARE AS FOLLOWS: a.COPPE R LINES ARE PRE_`.SSURIZED AT 125 PSI AND C SUBMERGED IN WATER.. 0 W b. PVC -LINES ARE PRESSUJRIZED AT 5 PSI AND HELD TER HEAT THERM❑ FOR 15 MINUTES. (D HUT WA - _ � -- S�VTf`L s tz ; -- _ E M Cj1=t 1 C{ E _ •. S. EPOCH CORP. PLUMBING SYSTEMS MEET OR EXCEED �- THE BOCA PLUMBING CODE. 6. HEATING ELEMENTS ARE S,'IZED TO BE TO°1° - 15°!° ABOVE THE REQUIRED CALCULATED HEAT LOSS AND ARE " v RATED AT 600 BTU'S PER; FOOT OF FINNED LENGTH. CALCULATIONS ARE BASED ON AN ASSUMED WATER k TEMP. OF 185°F. - y. 7. THE PLUMBING CONTRACTfOR IS RESPONSIBLE TO SUP- �C L.R. - PLY AND INSTALLALL BOILER SWITCHES, THERMOSTATS AND WIRING FOR SAME. HIE IS ALSO RESPONSIBLE TO Q �. BR#1 DETERMINE ALL ZONING. E-i E FE ES ARE TO BE TYPE 'M'. W 8: THE HATING COPPER _�D LINES � Q AND STUBBED THRU THE FFLOOR AT EACH END OF THE x INDIVIDUAL UNITS. THE PLUMBING CONTRACTOR IS _: �._: !•-a RESPONSIBLE TO COMPL€ETE THE HEATING SYSTEM, N Z LtI: MEETING OR EXCEEDING (GOVERNING CODES. # _ W' v 1 10'-6000 BTU H 7'-4200 BTU 9. KITCHEN SINKS ARE EQUIPPED WITH A SHUT OFF VALVE X----------- - AND 30"SUPPLY LINE DRO)"PPED THRU FLOOR FOR EACH WATER LINE. i 10. BATH LAWS. ARE EQUIPPED WITH A SHUT-OFF VALVE x (� AND A 24" SUPPLY LINE [DROPPED THRU FLOOR FOR x 0 PLUMBING & HOT WATER HEAT EACH WATER LINE. - o SCALE, 1/4'=i'-0' .. _ 11.-------CONNECTIONS TO E3E MADE BY FIELD CONTRA(- � TOR UNDER THE FLOOR. (OR IN THE 2nd FLOOR ROOF C7 U AREA. W' ,+ 12. CON TRACTOR IS RESPO'INSIBLE TO FURNISH AND p. STALL THE HOT WATER HEATER PER BOOA-81-P-1506.3. W IF GAS, REFER TO BOCA PPS-710. 1 13, CONTROL VALVES ARE INSTALLED AND CONFORM TO BOCA 81-P-1504.1 1� LLI 14. CONTRACTOR IS RESPO„-NSIBLE TO EQUIP EXT.'HOSE Ili ^ SUPPLY WITH A VACUUM FSREAKER AND INSTALL AS PER E BOCA 81-P-1505.11.2. z m 15. WATER SUPPLY SYSTEM -BELOW FIRST FLOOR IS SUG- _ .. C O O GESTED ONLY -ALL WO �iK f$ TO 8E DONE ON 517E BY — co T3 � � � •, GEN'L. CONTRACTOR US,;ING APPROVED'MAT'LS. - PER O N Q F 2 TIE Z" T1.E 1�1 APPLICABLE CODES. SE�[SHEET 8 OF 8 FOR SUGGESTED w IN `CLG LAYOUT & REQ'D. ITEMS�WITHlN SYSTEM. T 16. PLUMBING CONTRACTOR IS TO CONNECT 'ALL DRAINS r BELOW FLOOR - COMPLtETING SYSTEM TO MAIN HOUSE w O _ DRAIN PER APPLICABLE CODES, "INSTALLING CLEAN- OUTS AS REQ'D. x: 17. ALL SOLDER,JOINTS TO)`BE DONE WITH 95-5 LEAD FREE „ ,. oNNCD r NNCA X F .yr ® S CO CO Z' VENT SOLDER. m oca ±" 1C�F' ;� 18. ALL VERTICAL P.V.C. D.VAI.V. LINES TO BE SUPPORTED @ �qzo L�� O Z. VRE J7 A MINIMUM OF 4'-0". E!POCH CORP. TO USE PLASTIC' aY� G N Y Q 0 STRIP ATTACHED TO PI�pE &FASTENED TO STUD. O ,,m ® d O 1 1/2" x 90' ELL O COPPER FEEDS -NOTE #9 a © OB 1 1/2" x 90 ELL (LONG TRhN.) O COPPER FEEDS -NOTE #10 µ a OW IL 2' FUTURE VENT OC 1 1/2" SANI-TEE VO SHOWER HEAR � g B f MAY. 'T"2AP AZM OD 11/2"P-TRAP OW CONTROLVALVES f' ®0 O E 1 1/2" x 2" SANI-TEE O ANTI -SCALD MIX. VALVE OO OF 1 1/2" x 3" SANI-TEE OY DESANCO TAIL -PIECE D ®� I 0 O 1 1/4" x 1 1/2" P-TRAP p 3' VENT u l�J W.C. O 2„ x 90° ELL Al d O U y a 2,. x 90° ELL (LNG. TRN.) B1 " 2" SANI-TEE C1 hr y OK 2"SANI-TEE (INVERTED)1 2,. P_TRAP E1 �� M 2" TUB OR SHWR. P-TRt4P F1 F ® Sheet Number: ■ _ O 2" x 3".TY (INVERTED) G1 ELEVATION "A„ N,T.S: O 2 x 3" INCREASER OP 3,• x 90° ELL - 11 5 OF 8 Q 3" SANI-TEE J1 E VERTED 3 SANI TE (IN )) K1 S 3" THRU ROOF L1 O _O O CONTRACTOR i-2X10 0 2'-0' O.C.to,` . 2X6 TOP CHORD 0 N DROP -IN SECTION 2X6 TOP CHORD NOTE: DROP -IN SEC - I CONSTRUCTED - 0 5 8 CDX PLYWOOD -SHEATHING -OR EOUtV. FACTORY SET BY EPOCH , / SITE CREW ► ., NAIL KNEEWALL 2X3 K EEWALL W/ 2X3 2351 ASPHALT SHINGLES ON 15¢ To TOP CHORD 0 TOP & BOTTOM PLATE , 2X4 SUPPORT 2X3 KNEEWALL FELT PAPER EVERY OTHER SPF STUD GRADE OR BETTER BAY (BOTH 2X6 STRONG8ACK VENT SPACER O EACH BAY MODULES) - BY DETAIL 3A , 2X6 STRONGBACK SITE CONT. SOFFIT BLOCK ,/ DETAIL 3B` • • :.P METAL DRIP EDGE 2X3 KNEEWALL 2X3 KNEZWALL SPF STUD _O METAL BANDING TIES ROOF GRADE aid BETTER v Q 1 2' CEILING St•1TRK_ FAST SECTIONS TOGETHER pLo - / METAL BAANDING TIES ROOF Q , ENED W/ APPROVED FOAM a: � t SEAL SYSTEM 2X8 TRONGBACK TRUSSES FASTEN- SECTIONS; TOGETHERin ED TO HEADER r W/ JOIST HANGERS .� k R-38 INSULATION W/ KRAFT PAPER (BOTH SIDES) o w 1X2 PINE 1/2" CEILING SHEETROCK cn 5 1 X6 FASCIA 1/2'_ PLYWOOD STARTER STRIP l w ` - HARDBOARD SOFFIT {2) 2X6 HEADER W/ 2X3 BLOCKING (7 P.) W/ CONTINUOUS METAL 1 /2" PLYWD. STARTER BOTTOM CHORD OF TRUSS VENT STRIP 1/2' SHEETROCK STRIP —2X3' MARRIAGE .WAIL— SPF STUD BOTTOM CHORD - 1/2' COILING SHEETROCK C� SCOTIA USED FOR ALL 2X6 EXT. WALL SPF STUD GRADE G'. P.Ei,ER GRADE OR BETTER OF TRUSS - 1 /Y SHEETROCK ETR OCIC SIDING TYPES 0 "16"O.C. W/ R-19 .INSULATION KRAFT F!SCED BEAM SIZE TO BE DETERMINED 3/8' COX PLYWOOD SHEATHING 3/8' CDX PLYWD. BY SPANI OF OPENING IN 1X5 FRIEZE BOARD USED OR EQUIV. ON MARR. WALL SHTH'NG. MARRIAGE WALL- BE TO BE 1 DETAIL 1 DETAIL 4 • WITH VINYL SIDING ONLY 0000 LEVELED, & BOLTED TOGETHER -0 2'-0 0 DETAIL 6 C_ eY SITE CONTRACTOR -� � -7 co m 04 CA OF MODULES 2X6 EXT_ WALL SPF C� Q `- 4 2X6 EXT. Yt'Al1 SPF 1/2' SHEETROCK FOIL FACED Z �1/2' SHEETROCK 1/Y F04L FACE SHEE►ROCK STUD GRADE OR BETTER I STUD GRADE OR BETTER 3/4" T&G PLYWOOD SUBFLOOR 3 8' COX PLYWOOD 2X3 MARRIAGE WALL 3/4' 7 .PLYWD. SUBfl00R 1/2' COX EXT. PLYWD. � � Q ll�. E R-30 INSULATION FOR 2'-0' O PERIMETER SHEATHING - SHEATHING OR EWV. O - 3/4' T&G PLYWOOD SUBFLOOR 2X8 FLR. JOISTS 0 16'0•C. (24W) =; 1 /2' .CDX EXT. 2X10 (26w is I 2X8 PER3L BEAM (24W) - Z O co SHEATHING OR EOU1V. my Dec 2X10 PtR1M. BEAM (24W) 2X10 (28 & 2t O U p a ry 2X8 FLOOR JOISTS O 16�O.C. (24W) 2x12 (26 & 28W) 2X6 W 1 2' PLYWD. � v 2X8 PERIM. BEAM (24W) 2X10 FLOOR JOISTS (26 & 28W) -2X10 (26 & 28W) " .._ _ 2X8 FLOOR JOISTS 016-0.C. (24W) SHIM. / / X LW " 2X8 W/ 1/2 PLYWD. SHIM 2X10_ (26 & 28W) o m 2X6 W/ 1/2 PLYWD. / 3 8 ASP. � R-13 WSiJt_ AROUND { SHIM R-13 INSLIL AROUND 1 1/2X2 LEDGER STRIP OR 0S8 _I PERIL. ON SITE- SUPP— r— . PERIM. ON SITE- SUPP- BOARD 0 o LIED BY EPOCH II s HARDBOARD MAT'L. SUPPL ID LIED BY EPOCH ' BY EPOCH- INSTALLED BY 2X6 PERIMETER BEAM 2'-0 STRIPS 2X8 PERIM. BEAR/ W/ SITE .CONTRACTOR 3/8 ASP. OR OSB 0 2X6 CEILING JOISTS O 16'0.C. 1 /4 PLYWD. SHIM 2'-0' WIDE STRIPS m - 1 -0 O HANG 24 be 26W <1/2" CFI! !N SHTRK. 1/2' PLYWOOD STRIP 0 -9 3 4 28W 2k8 PERIMETER BEAM - 2X6 CEILING J04STS 0 16"O.C. 1 10 STRIP OF 1/2' PL SHIPPED LOOSE "FOR INScc -, 3/8' CDX PLYWOOD 1/2" SHEETROCK 1/2" CEILING SHEETROCK ATION ON SITE'BY FIELD.1 O .c 1/4" PLYWOOD SHIM 2X6 CEILING JOISTS 0 16 O.C. SHEATHING OR EOUIV. CONTRACTOR 2 _ tt5 to d FOR 2 0 +� PERIM. � 2X3 MARRIAGE WALL R 19 0 �'�'/ 1/2- PLYWOOD STRIP 2X6 TOP PLATE R-13 OR R-11 FOR BALANCE SPF STUD GRADE OR BETTER W/ 2X4 PLATE 2X4 W/ 2X6 PLATE 1/2" PLYWOOD STRIP DETAIL 10 rDE=TAIB DETAIL 9 1/2' CDX EXT. PLYWOOD SHEATHING OR EOU1V. 3/8' CDX PLYWD. SHEATHING OR EQUAL 1 r�n� r R-19 INSULATION /� 1 2' SHTRK. FOIL FACE 2X3 MARRIAGE WALL a -' MODULES ARE BOLTED SPF STUD GRADE OR BETTER 2X6 RECESSED FRONT 1 ' v 1/2" SHEETROCK FOIL FACE TOGETHER O 4'-0' O.C. ENTRY WALL 2X6 EXT. WALL- SPF o a STUD GRADE OR BETTER T_ W/ 1/2' DIA: BOLTS 1/2' SHEETROCK - Q 2X6 EXTERIOR WAH STUDS 0 16"O.C. , ' s as t (BY EPOCH SETTING 3/4" T&G PLYWfl. a r > o SPF STUD GRADE OR SETTER CREW)3/4' T&C PLYWOOD SUBFLOOR SUBFLOOR 1/2" CDX EXT. a - SHEA- THING OR EQUIV. -- N , _.2X6 BOTTOM PLATE} � Dal. 2x10 PERIM. BEAM (24W) z2XI12 (26 & 28W) 2X8 PERIIJ. BEAM (24W) 0 2X10 (26 2v -5®� y 2X8 FLOOR JOISTS 0 16 O.C. (24W) h. - 10 26 & 28 2xa FLR Jt�stS 0 ,. - 4r ( - - t 2X10 26 i� 28 1 1 2X2 LEDGER STRIP { zu UN LENGTH OF BEAM BY 2X8 W 1 2 PLYW'D. 2X6 W/ 1/2 PLYWD. 2X8 R / /-r- 3 4 T&G PLYWOOD SUBFLOOR SHIM. . i 2X6 SILL BY SITE / -SITE CONTRACTOR FOR FIRE STOP SHIM AND 2X6 KNEE if :�• 7 0 -9 - - - _ WALL t�i AT'L5: _ BY 517E . CONTRACTOR _ 2X8 FLOOR :JOISTS 0-16 O.C. 24 OR OVERWAN HARDBOARD MArL , ( � LALIY COLUMN BY SITE 'CONTRACTOR CONTRACT I 2X10 FLOOR - JOISTS 26 & 28W SUPPLIED BY EPOCH - FOUNDATION._ - -WALL ( )_ 3 1/2 MIN. DIA. W/ METAL PLATE ., A r BY SITE CONTRACTOR t► s _ INSTALLED BY SITE . ON TOP PER LOCAL �c STATE BUILDING X8 PERIMETER BEAM 24 - CONTRACTOR ' x - 2 ( CODES SEE SHT. 3 OF 8 FOR MAX SPACING) - 0' PERIME BEAM 26 28 SILL BOLT PER 1 Ec 2 _ _• .. 2X1 TER _ ( W) —3 3 _ _ - _: Sheet i�fUt7iber: ` FAMILY. FIGURER 0 _ 2X6 W 1 2 "PLYWD' SHIM UNDER< X / / FRONT BEAM T 6A DETAIL 7 DETAIL 2 OF DETAIL 5 ; .'- �' - - - _. _ - -.- -..:-. .•.. ... x ...-.,. •x. <. s ,- _ -.. A F .s - .. < ._,. ... w ,. ., yam, h ..-_�.n1 .;w.. .' � .-.<rr .. --.'.. CF5'. ..: a.. .,.,.. •. .. ay.„_v . r. - - ,a r .: - a_ .,. .- .Xa-nS✓". - ' .-. - b. ,v . , Q�T. r. i CUSTOMER TO INSTALL SKYLITE, CUTTING CUSTOMER TO INSTALL SKYLITE, CUTTING OUT PLYWD AND SHINGLES TO DO SO. OUT PLYWD AND SHINGLES TO DO SO. CUSTOMER TO FRAME SHAFT OPENING CUSTOMER TO FRAME -SHAFT OPENING IN CEILING. IN CEILING. 16" O.C. -1/2" EXTERIOR STIEATHING ca �- z e s e e METAIL PLATES AS REQUJIRED BY CODE 12 12 SKYLIT TO BE FRAMED ONLY . SKYLIT 'I'0 BE FRAMED ONLY 5 BYE OCH. � 5( EPOCH WILL MARK CEILING FOR BY E OC1L� EPOCH WILL MARK CEILING FOR APPR X C/L OF. OPENING IN R-19 INSULATION APPR X C/L OF OPENING, IN ROOF ABOVE w/ VAPOR BARRIER ROOF ABOVE ' GABLE END WALL � " 1/2" SHEETROCK �4 SKYLITES ( SKYLITES (ABOVE THE HINGE POINT) ABOVE THE HINGE POINT) - - (5/12.CATHEDRAL) STANDARD 2x6 EXT. WALL CONSTRUCTION c COLD) ,AND HOT Y k= LINES \ col,'MECT FROM FIAOR ABOVE �- 12 \ p TRANSPORTATION AND INSTALLATION TRANSPORTATION AND INSTALLATION � — CREW COMPLETES FLASHING 5[-- -- 'COLD WATER tug > - CREW COMPLETES FLASHING � � ACID SHINGLES a) AND SHINGLES � � Ffl AnoN xAu, —HOT WATER LDi% I2 I VACWI( BREAKER CC 5- z g P VALVE Li PENeTRATION THRU XALL I L Q . z - 4 1lz EPOCH TO INSTALL EPOCH TO INSTALL HOT xATXR TA. ¢9 SKYLITE ® FACTORY SKYLITE Q FACTORY 4 ( 5/12 ROOF ONLY) SKYLITES (5/12 CATHEDRAL) SKYLITES \—'VA.M 1LEiER . F 1. ALL SKYLITES FIT BETWEEN" TRUSSES . e sr LII7E 2. FOR OTHER ROOF` PITCHES AND CUSTOM SITUATIONS SUGGESTED WATER. SYSTEM - CONTACT EPOCH DESIGN DEPARTMENT. IF : HEADER SCHEDULE �4 a �, 5'-6" 3'— 0EXTERIOR OPENING 12 WIDE 133 & 14 WIDE � MINIMUM MINIM 3'-2"- 3 2x6 SPF 2 3 2x6 SP;.F #2 v 1 6'-2" (3) 2x6 SPF #2 (3) 2x8 SIP'F #2 Q1 t6l Q g _2(3) 2x6 SPF #1 (i) 2x6 SPF #2 PZ �(D Ul Z W [-]�'12 _WIDE 133 & 14 WIDEof Q I F, (2) 2x8 SPF #2'PER MOD. (2) 2x6 S'IPF #2 PER MOD.co �Z 11 2•-6" TO 6'--0'ojllfjllfj'�t�I4 2'-6" DOORllll5' BI-FOLD DOOR .EXTERIOR OPENING 12 WIDE 1n & 14 WIDE SIDE BY SIDE STACKING 3'- 2- 2) 2x8 SPF #2 2) 2x6 SPF #2 �1) 2x10 SPF #21) 2x1U SPF #2 WASHER/DRYER 'CLOSET WASHER/DRYER CLO 2� 2x8 SPF #2 2) 2x8 SPF .2 LANDING 6'-2" �1, 2x10 SPF #2 �1) 2xlO SPF #2 SPACE Cr< W 3 2x8 SPF #2 SS3 x6 SPF {#2 FIELD CONTRACTOR EPOCH MODULE w p 8'-2" �3 2x10 SPSF #2 Ci� 2x10 FSPSF #2 _ FIELD CONSTRUCTION FACTORY CONSTRUCTION PULL DOWN ATTIC STAIRS- �o _ ^ -� biARR. itiALL .OPENING 12 WIDE 1'43 & 14 WIDE , S '��' n p S1 2x8 SPF #2. (1) 2x8 SPF #2 V) O 113 2X8 SPF #2 (li 2X8 SPF #2 p W ra 2'-6" TO 6'-0" (1) 2x8 PF M BOARD 1 2x8 SPF #2 #2 G; vJ 1/2 GYPSUM _< �13 2x8 SPF (#2 Z1) 2X8 SPF #2 OR EQUIVALANT APPLIED F, TO GARAG SIDE BY i'-10 1/2"'1.0. 1/2" U - FIELD CONTRACTOR - STANDARD STANDARD ry KITCHEN I �I 2 �a FLOOR 7CTs(z4W) �, T ry GARAGE I I� (� 2xIc FLOOR IOISTS(26W & 28W) r �STENER SCHEDULE = LIVING SPACE ` 11 AREA MATERIAL GLUF. NAIL/STAPLE Sn;PACING NIA 12D SENCO M1IN. 4 PER BEAM 2x8 JOIST TO 2x10 PERIM. / 2' bilN' CLEARANCE TO 2" bilN CLEARANCE TO 12D SENCO MIlN. 5 PER BEAM ,® T 4" MINIMUM STEP-UP COMBUSTABLE biAT'LS CObiBUSTABLE biAT LS ow 2_I0 JOIST TO 212 PERIM. N/A NING BETWEEN 1 3/4" SOLID CORE WOOD DOOR FRAMING DBL FLUE CHIMNEY FRAMING OH 3/4" T&G To DECK CONST. ADHESIVE 8D.SENC0 (TWISTED) 4!' ON EDGES/ 6" FIELD �O- R� AT OPE CHIMNEY OR EQUIVALANT REQUIRED BE— ?+ 2x3 LEDGER _ GARAGE AND LIVING � � a N/A 12D SENCO 11 1NAIL O 3" Q.C. TO JST. r SPACE. Go TWEEN GARAGE AND LIVING SPACE. v) (� PEACHTREE "FIRENZE" IS I I 2x6 SITS. PLATE TO PER N/A 12D SENCO 1 NAIL © e" G.C. TO BM. ��. {� EQUIVALANT. N/A 12D SENCO ' 2z8 STUDS TO SOLE 3 PER STUD "x�. L a JOIST HANGARS (TYP) 1 2" S=ETROCK CONST. ADHESIVE #6 SCREWS OR BETTER MIN. 24' O.C. a `` DECK FRAMING-1 FLUE E 2x6 STUD TO TOP -PLATE N/A 12D .SENCO 2 DIRECT NAIL Y _ O DBL TOP PLATE N/A 12D SENCO 3 ® 16" O.C. 1'-10 1/2" iCl STANDARD w'A WALL TO FLOOR N/A 12D SENCO I 2 ® 16",O.L. Y d N A 12D SENCO El JUNCTION POST TO WALLS / 2 `® 16" O.C.'OC�+ C . S GALV. STAPLE EDGES t3" W - - 1/2 CDX PLYWOOD CONST. ADHESIVE.. - 18GA AP 4a. ON / _— DECK -FRAMING -2 FLUE G N; A PER MANUFAC".'U&ER — SIDIN _ NIA 12D SENCO ' BREEZEWAYS BETWEEN LIVING SPACE 2z4 2z6 STUDS TG PLAi_) ---• 2x3 2 DIRECT NAIL - 12D SENCO 2 ® 16" O.C. T e p WALL TO DECK N A — " ;_ AND GARAG E TO BE A MINIMUM OF J 2- ONST. ADHESIVE #6 SCREWS O?: BETTER 4s ON EDGEL'/ 8 F, sD i a : W 1/.. SHEETROCK - J H. JUNCTION OF 1(.f . FT. 11. LENGTH. w�- ` - . - 10 BREEZEWAY AN D �ARAG TO BE FIRESTOPPED z 1 L r ., U FOR ACCESS : _—WALL LEFT OUT s , O 14ASONRY CHIMNEY TO BE _ 2 DIRECT NAIL L T 2x3 S i'IJDS TO PLAYAS NIA _2D SENCO a` i FIRE _0_ PI D W APPROVED .. arc i 8 . t a v. STAPLE -st ON EDGES/ 8 r IFL. b / 3 8 CD`: PL.--WOOD i CONST. ADHESL.,. MAT LS AT . FLOOR : AND CLG s = - — 12D SENCO. ? fS 1S" O.G. r � Z WALL TO DECK N/A' ---- � : O NT _. ---- _ i AND MASONRY CONST BY SITE ., � " 'F'I"�OCK COIF.,_. ADHESIVE #Q SCRLI•-. OR BE_i._ _—_l{IP--------- E'ea IVi1TT���C. 1 �* 1�2 SHI _ -- F S�1 I - _J -_ PLAN VIEW C ..y. _ --12—J SENCO co —T - —0.- C. OR 2x8 RA.rEPS N 3�'18 G.LV.STAPr 3 1.EDGES _ -_�LD o/8P. Foo LV. m.•F SiAPLIa1 4 S,I,._.ASi�. ss Ld - �IY�s I , A i2D SEECO TOENAIL _. ._4- O.C. H FRAMING - OPTIONS F WALLS ,N/A - GENERAL NOTES AND- RESPONSIBILITIES -FOR-MORE N FIELD INSTALLATION GUIDE DETAILED. REFER ' TO _.EPOCH CORPORATION El. E - .INFORMATION, o - E GOVERNING 6. THE DEALER IS RESPONSIBLE TO CHECK .ALL ERNW - INSTALL THE 8. THE :FIELD CONTRACTOR IS RESPONSIBLE TO A (CONTINUED) - _13_ CONTINUED (CONTINUED) CONTINUED - AND NOTIFY EPOCH CODES CONCERNING HIS MODULESD. MS: ' (SEE NOTE 11' FOLLOWING FACTORY SUPPLIED ITEMS: (E �# ) INSTALL THE BALANCE OF SHINGLES AND MATERIALS D. SHEETROCK CEILINGS THATr MUST BE CORPORATION OF ANY REQUIRED CHANGES FROM EPOCHS - T B INSTALLED AT THE A_ .BALANCE OF NOT ABLETO E NEEDED TO COMPLETE THE ROOF ON `STANDARD LEFT OUT FOR PLUMBING CONNECTIONS MATERIALS AND/OR CONSTRUCTION BEFORE STANDARD/ _SIDING GENERALLY'INCLUDES ALL 'GABLE ENDS " FACTORY. THIS GENERALL SYSTEMS. THIS GENERALLY INCLUDES TWO ROWS OF WILL BE FINISHED. ON SITE BY FIELD BUILDING BEGINS. _ AND THE LAST ONE OR TWO ROWS AT THE FOUNDATION SHINGLES AT THE HINGE -.POINT, ROOF CAPS; AND CONTRACTOR. IF . THE AREA IS -IN THE LEVEL:. RIDGE' VENT_ CUSTOMER TO INSTALL TOP 2' OF _ BATH OR CLOSET, WE WILIL SUPPLY A 9 THE -DEALER IS RESPONSIBLE TO NOTIFY' EPOCH OF ALL . SHINGLES AND RIDGE VENT. ON 28 WIDE BUILDINGS. SUSPENDED CEILING SYSM UNLESS SYSTEM CHANGES. THAT. MAY OCCUR FROM THE -ORIGINAL ORDEr. B. ALL SIDING ACCESSORIES AND TRIM NOT ABLE TO BE � OTHERWISE' NOTIFIED. WH��EN THE AREA - (2) TWO WEEKS BEFORE CONSTRUCTION BEGINS. FACTORY INSTALLED.' THIS GENE INCLUDES ALL E. INSTALL THE BALANCE' OF GABLE END SHEATHING ON IS. TO BE FINISHED WITH S;HEETROCK - IN THAT GABLE END FINISH TRIM, WOOD CORNERS, SKIRTBOARDS, TRUSSED ROOFS_ ANY: WALLPAPER AREA WILL BE THE FIELD CONTRACTOR OR DEALER IS 'RESPONSIBLE TO AND METAL CORNERS AND ACCESSORIES FOR HARD- `` 9. IN ADDITION. TO-_ #7, EPOCH CORPORATION IS REQUIRED TO SHIPPED LOOSE AND INSTALLED BY CUSTOMER. ALL MATERIAA�LS FOR in - NOTIFY EPOCH- CORPORATION WHEN THE FOUNDATION IS BOARD SIDING. COMPLETE THE :FOLLOWING AT THE TIME OF DELIVERY SHEETROCKED. CEILINGS V�LL BE SUPP- a', READY FOR DE LIVERY AND SETTING' OF THE MODULES. C. ALL EXTERIOR LIG��TS. FOR STANDARD CAPE MODULES: LIED AND INSTALLED BY ['MELD NOTIFICATION ASSURES EPOCH THAT ALL SILLS ARE LEVEL - CONTRACTOR. AND SQUARE, KNEEWALLS, SILLSEALER, AND/OR ANY '. - BUTTONS, OR D. ELECTRICAL L LIGHT BOXES, ,DOORBELL BUTTO AND/ A. COVER TOP OF CAPE MODULES .WITH PROTECTIVE - . RE5PONSlBiLITY - MATERIALS ARE BRACED AS REQUIRED AND MEET G F"PROTECTED BOXES AND OUTLETS ON -ANY WALL COVERING. EPOCH CORPORATION ASSUMES NO RE-. E. IT IS THE CUSTOMER'S OTHER THAT RECtUIRE_S FIELD INSTALLED SIDING. EPOCH TO SPONSIBILTY FOR DAMAGE RESULTING FROM ANYTHING - TO NOTIFY EPOCH OF DESIRED. HEIGHT GOVERNING CODES. PROVIDE ANY REQUIRED WIRES TO ALL -LOCATIONS. THAT DESTROYS THE WATER TIGHT PROTECTION EPOCH OF SLOPED STAIR WALL:. IF EPOCH - PROVIDES ONCE THE MODULES ARE- COVERED. RECEIVES NO NOTIFICATION, WALLS WALL THE FIELD CONTRACTOR OR DEALER IS RESPONSIBLE TO E. VENT PIPt". EXTENSIONS AT THE ROOF LINE TO REQUIRED BE HANDRAIL HEIGHT: �. ASSURE EPOCH CORPORATION THAT- ALL ROUTES TO THE HEIGHT. MATERIAL IS PROVIDED TO ATTAIN A 24" 10. - THE FIELD CONTRACTOR IS RESPONSIBLE TO INSTALL THE SITE MEET -ALL THE TRANSPORTATION REQUIREMENTS, DIMENSION ABOVE THE R OOF LINE. FOLLOWING FACTORY 'SUPPLIED MATERIALS: 14. ALL FIELD CONNECTIONS 01NCLUDWG ALL THE FOUNDATION IS BACKFILLED, -AND,-' THE SITE `MEETS SEE-- EXTERIOR'' ELEVATIONS} STRUCTURAL, PLUMBING, WECHANICAL, � _ 0 ALL REQUIREMENTS. SEE SITE PREPARATION DRAWING)A. EXTERIOR WALLS. EPOCH PROVIDES PANELIZED WALLS OPENINGS AND. ELECTRICAL) ARE UNZER THE JURISDICTION OF THE LOC`�AL BUILDING w - SIDING IF ORDERED' FOR KNEE- F. WINDOWS, SHUTTERS AND SID THAT ARE FRAMED FOR ANY REQUIRED AND ti9 - THE FIELD CONTRACTOR IS RESPONSIBLE TO SUPPLY AND WALL PAGKAGE.(N0 AIR INFILTRATION BARRIER INCLUDED) HAVE EXTERIOR SHEATHING FACTORY APPLIED. OFFICIAL. m INSTALL THE FOLLOWING MATERIALS. - - --I _ G: CUTTING «ND I,dSTALLATION OF BASEMENT, .SPLIT ENTRY (SEE #i 2) 15. ANY AND ALL ALTERATIONS OR GV z o L j - - T L THE A. BALANCE OF MATERIALS NEEDED TO COMPLE E AL -' STAIR SYSTEMS. EPOCH PROVIDES AND TR! BEVEL COLLAR S B. ROOF SYSTEM RAFTERS ARE PRE-CUT_ CO TIES, MODIFICATIONS TO THE Bl j I GIST ILD N HE cn 57 ` PLUMBING HOOK-UPS TO THE WATER AND SEPTIC/ SUGGESTED STAIR DETAILS BASED ON SUGGESTED RIDGE POLE, ROOF SHEATHING, FELT PAPER,. SHINGLES, RESPONSIBILITY OF THE. BUILDER/DEALER. 'UNDER NLd -- C' TS. ALL OPENINGS ARE FRAMED FOUNDATION I;EI3H DRIP EDGE, ---AND FINISH TRIM ARE SUPPLIED. ALL WORK DONE ON SITE IS THE �. - SEWERAGE _SYSTEM BELOW THE FIRST FLOOR. BASED ON THIS INFORMATION.: THE DEALER IS REQUIRED (NOTE. FACTORY SUPPLIES AIR INFILTRATION BARRIER JURISDICTION OF THE LOQAL'BUILDING - z TO NOTIFY EPOCH OF ANY- C_ HANGES--TWO WEEKS: PRIOR WHEN REQUIRED) . - OFFICIAL Q a� � B. BALANCE -OF MATERIALS- NEEDED TO COMPLETE ALL TO THE START QF CONSTRUCTION AND/OR ADJUST RISER - :' cn i� E O ELECTRICAL REQUIREMENTS tN THE BASEMENT AND -TO- AND :TREAD `DIIv4ENSION FOR CHANGES AND TO COMPLY C. ALL , 31DING FOR SECOND FLOOR AND BALANCE. -OF SIDING � � HOOKUP MAIN PANEL TO THE POWER SOURCE. WITH WITH ALL GO1hLRNlNG .CODES. ' -NOT ABLE `TO BE COMPLETED AT THE FACTORY. - 13 U ADDITIONAL -MATERIALS NEEDED -TO COMPLETE THE- C.. ALL AO c H..-FINAL INST'A-LATION OF GABLE END DOORS_ THE DOORS ALL: STANDARD AND/OR OPTIONAL WINDOWS AND LOUVERS_ D. A - _ - < i BASEMENT _AND FOUNDATION, BULKHEAD, SUMP PUMP, ' ARE TEMPOR/aLY -NAILED "AT THE FACTORY .TO PRE- - _ VENTWRACK(ING DURING TRANSPORTATION -AND SETTING. _ 11. THE FOLLOWING NOTES ARE INTENDED TO FURTHER FOR GAMBRELS, AND - THESE NOTES ARE GENERALLY FOR DOORS,WINDOWS, ETC. L INTERIOR CASED OPENINGS DOOR PACKAGES; METAL CLARIFY. RESPONSIBILITY CAPES, THREE` BOX MODULES: S ,4NDARD MODULES O T N LY. - i° - D. PERMANENT LALLY COLUMNS ARE REQUIRED TO BE SET JAMB AND HEAD- PLATES AND PLYWOOD FLOORING = WITHIN- 3 THREE DAYS OF DELIVERY OF MODULES. (} STRIPS AT MARRAIGE WALL LOCATIONS. A. ALL _ROUGH AND FINISH MATERIALS NEEDED TO COM- J _ T EPOCH CORPORATION ASSUMES NO RESPONSIBILITY FOR PLETE ANY INTERIOR WORK FOR THE SECOND FLOOR. J = DAMAGE INCURRED AS A RESULT TO DO -SUCH. -J. INTERIOR LIGHTS NOT. ABLE TO BE FACTORY INSTALLED:' B. OF MATERIALS NEEDED TO COMPLETE ELEC- ~ � � y - E. ALL FRAMING MATERIALS NEEDED FOR KNEEWALL PACK- MATERIALS NOT ABLE TO BE K. MISCELLANEOUS FINISH MATER A ,BALANCE TRICAL :SYSTEM. EPOCH -PROVIDES_ ALL REQUIRED- o _ , 0 ``° FACTORY INSTALLED. DIRECT FEED WIRES TO PANEL WHICH ARE GENERALLY , - AGES AND/OR ANY OTHER REQUIRED SUPPORTS FOR COILED TOGETHER ON :THE SECOND FLOOR. SETTING OF THE MODULES. EPOCH CORPORATION PRO- L. EXTERIOR TRIM FOR OVERHANGS. THAT HAVE BEEN VIDES SUGGESTED ELEVATIONS, OPENING SIZES, AND - FLIPPED UP FOR SHIPPING AND/OR SETTING PURPOSES. C. BALANCE OF MATERIAL NEEDED TO COMPLETE THE , c LOCATIONS .FOR STANDARD KNEEWALL PACKAGES- - - PLUMBING SYSTEM. EPOCH PROVIDES MATERIAL , : = PLEASE NOTE THAT ALL MATERIAL AMOUNTS APE BASED- 7• EPOCH CORPORATION- IS REQUIRED TO -COMPLETE THE NECESSARY_ T0- COMPLETE FIRST FLOOR ONLY. - - -- ON THIS INFORMATION_ (SEE FOUNDATION DRAWING) - " FOLLOWING AT THE TIME OF DELIVERY FOR ALL (SEE PLUMBING DRAWING FOR FURTHER DETAILS . .. z 5 x �� - MODULES: - _ 12. EPOCH CORPORATION PROVIDES A -PANELIZED WALL PLAN ��' F. ALL EXTERIOR STAIRS, PLATFORMS,r _RAILINGS, ETC. A. INSTALL SULL SEALER AROUND PERIMETER BEAM OF FOR THE -SECOND FLOOR WITH A CROSS SECTION AND THE FIELD CONTRACTOR IS RESPONSIBLE T6 ASSURE _ N T, THE MODULES_ MARRIAGE WALLS- AND SE DETAILS TO INSURE PROPER SETTING OF FACTO _ - - - a ° r. THAT-ALLCONSTRUCTION - MEETS OR 'EXCEEDS: ALL`- _ - SUPPLIED PARTS (SEE -SHIPPING ENVELOPE} - _ - - _ E GOVERNING CODES.-` - - INSTALL -TEMPORARY -SUPPORTS UNDER -THE MAIN B_ N . -_ .•A ' LL `:. I CARRYING BEAM SEE NOTE- 5D 13. THE FOLLOWING NOTES ARE INTENDED TO -FURTHER - < CON - C. G. ALL INTERIOR FINISH RAILINGS- STAIR,...:BAL Y, . ETC.) - SIBI Y ON _FOUR MODULE BUILDINGS: _. - CLARIFY -RESPON LIT- _ Ny _ . _ - T DOWNSPOUTS AND OTHER MISCELLANEOUS H. _.ALL .GU GUTTERS,.- _.. - - - SECURE -THE- O INSURE TH , S THE MODULES TOGETHER T E _ _. - STRUCTURAL- INTEGRITY_ THIS GENERALLY INCLUDES. - - - ' COMPLETE ETE ALL PLUMBING CONNCCTIONS BETW�EN FLOORS, COIF L - _ F - I CUTTERS, T TO. BE INSTALLED _ 1 _ : • _ EXTERIOR TRIM. F GUT E .S, � C_ ARE, CARRYING BEAM AT 4 _ O ._ -_ ( _ .. BOLTING TI-'IRU THE MAIN_ CARR fN - - _A. BY P WITH MAT�.R IALS SUPPLIED E OCH_ _ T _ NOTIFY; EPOCH CORPORA ION TRAP _ N INSTALLING LING METAL Tl�. "STRAPS THE CENTERS:AND D ( T L E L - _ - - = . _ ROOF: SYS TEM. FLOORS ELECTRICAL CONNECTIONS BETWEEN LOOK.,, B_ -COMPLETE ALL ELEC RIC <, , N L _ A 0 'FIRER AC MATERIAL I CLUDING { ALL :.CHIMNEY AND R L E , _ _ THAT FLOOR MODULES- T A D �00 LES AND BETWEEN ' SECOND � MISC.:F 1NG MEMBER AND SH_ETROCL_ REQUIRED TO RAM E RP TlON IS RE UIRED IN > DD(T10N TC 7 EPOCH CO ORA Q 8. A # IN V TOGETHE N I TS OF PLUGGING JIRES GENERA Y CO S S LL _ T _- , _... - - o c _. T-, TO OPENING. .FINISH.;.WALLS.-LEE OPEN: FOR ACC_SS :. __ _ TE THE FOLLOWING AT ;THE TIME OF -_ TO COMPLE .. .. _ _ CON W iH U L APPROVED AMP _ THAT ARE SUPPLIED I - / .. - - . ,. _ . -DEL FOR FRAMING NOTIFY H CORP.-OF-, REQUIRED SIZES AMINE - - _ -DELIVERY FOR.: STA DARD ..TRUSSED .ROOF E Y OR NECT S_ , E" FACTORY) TO B._ D �T.. ACTO ONE ) n � i�T nnin , c�'l'1 iRF NIN(;FFI; RnnF CY�TFiv1 C. , _ a ENOUGH . WIRE HAS BEEt. 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Furnace (hot air) -Fuel gas (natural or propane), fuel oil, electricity, other (specify) Boiler (heating)- Fuel gas (natural or propane), Gueio- electricity, other (specify) HVAC (combined unit) - Primary fuel, natural gas, propane, electricity, other (specify) _ -Air conditioning -, (separate unit) = None of the above to be provided Hot 'Water Gas - Electric --I--- Fuel O!I Other 9,00 SPRINKLERS - FOR STRUCTURES OVER 7500 SQUARE FEET and certain multifamily residential _ Required. _plans provided, --plans not provided, why" Not required, not to be installed, Why? I000 REQUIRED TOFF-SMEET PARKING - for ZONING & Architectural Access NOT -APPLICABLE .Parking Plan, submitted To = BuiIding Department = Planning Board Date submitted Numb;,,- of'spaces indoors outside total provided Handicap spaces - required _ ves _no. If yes, how many as a part of the total required q number. Is Route 6 (State Road) Entrance permit required? ves no If yes has it been issued yes = no Submit copy of application and/or e p rmit as soon as available. 't?( Inv FIG4TTON (print or type except as noted) CU .. nt/owner -name A f n f ad ress � r phone =/ .J F� If corporation. officer in charge ArchifecVEngi leer - for overall design Company name .-address Phone number Certified by State of Sassachusetts as Certification number NOTE ot io s and seals on alt ans-, _affidavits and other documents' SHALL BE originals reprrodeductions. lngiaals and not Architect/Enginerr - project supervision and reports Company name Address Phone number Certified by State of Massachusetts as Certification number NOTE Signatures and seals on all plans, affidavits and other documents SHALT, BE originals and noft reproductions. Gene Contractor (if Homeowner, state homeowner here then complete section 1300) Company name S6 A r S �. " r .t�S r Address Phone number 6 / 9 6— 0 2— Construction Supervisors license number L NOTE Signatures and seals on all plans, affidavits and other documents SHALL BE originals and not, reproductions. sss*:*x*=****=**ssssss:sssss:sssssss:ssssss::s:sss:ss�s:s.'ss:.:=ss:sssssssus:::ssss::::sssssss:ems:s:s: 1200 FOR RESIDENTIAL REMODEL WORK ONLY f. Are you a Home Improvement Contractor subject to (780CMR - 6) ? Yes _ No _ If no go to nextse!ction! Are you claiming exemption from the requirement? Yes No _If yes, submit the required affida-vit! Remodel contractor name (please print) Address Registration number (if none state 'none') Phone number' PERSONS CONTRACTING IVITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO! THE GUARANTEE FUND! QUESTIONS OR COMPLAINTS call or write: Home Improvement Contractors Registration One Ashburton Place - Room 1301 Boston,:MA 02108 (617) 727-8598 Owners name (print) Signature Date . 1300 OWNER SIGN OFF i. I, the undersigned, am the owner of record or authorized lessee (provide documentation) and I have reviewed the application herein submitted. 1 state that to the best of my knowledge and belief that the information provided int`this application is true and correct and that the permit requested he issued. Further I understand that the permit will expire in six months, from the date of issue, if no work is beguin or written nest. I understand that once the permit expires a new application may be required, including fees and current other re uirements (including/Zoning). i e gnature e The ove signature is my voluntary act and is signed under the pains and penalties of perjury. Date VN"ho is authorized to pickup the permit at the Building Department? iplease printi I(Cy wt 7y 1 Jt L,tt Address Q1b /9Mt:►"J�,Qd �A Y S' Phone C 3 G G Alteration of existing, no increase in gross square feet. A separate Refuse Disposal Declaration requirwd. Demolition - describe structure Number of dwelling units Number of bedrooms A separate Refuse Disposal Declaration requiraL _ Moving - (Provide copy of D.P.W. moving license) Type of structure from where (plat/lot or address) to where (plat/lot or address) r•• Number of dwelling units Number of bedrooms per dwelling unit 1400 HOMEOWNER EXEMPTION - ONE &TWO FAMILY ONLY = Re -roofing - (for existing only, is included in new construction) FOR HOME ONVNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT Number of square feet Number of layers already existing 109.1.1 Licemsing of Construction Supervisors: Except for those structures governed by Construction Control in Section I27.0. effective July 1, 1982. no individual shall be engaged in directly supervising persons engaged in Number of layers when complete 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 A separate disposal declaration REQUIRED Rules and Regulations for Licensing Construction Supervisors. - _ Replacement doors and widows - (for existing only) (only where doors and windows exist and will not, 'be Exception:.�ny Home Owner performing work for which a Building Permit is required shall be exempt from the provisions of this section: provides that if a Home Owner engages a persons) for hire to do such work ,that such enlarged) EGRESS dimensions must he maintained. Enlarged or new windows in an exi . sting dwelling will the Home Owner shall act as supervisor. considered as an Alteration, otherwise will he included in new construction. (see Code section 3401.10 for - 'For the purposes of this section only, a "Home Ownt:r' 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 residential and Article 8 for commercial) or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in two -rear period shall not be considered a Home Owner. —structure when allowed, trailers, tents and the like and only for limited periods of timae. — Temporary [f rou are appIying under this section sign below: Describe iiznature 500 CONSTRUCTION PLANS four signature carries certain responsibilities, including but not necessarily, limited to, genera! liability ........... _: ::::::ssssssss:ss:s::::::s:ssssss:ss::sssssss::::s::ss:s::s:=asssassssassss*ss:ssssssss _ None submitted. Whv? iff= TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any icensed Construction Supervisor, whether or not they have taken the permit are responsible for code compliance. (see =Submitted, usually three sets required. Four sets for food serviceluses. Number of sets submitted % .I..: of section ...... .::::.::::::sssssssssss:ssssssas:sssssssssassssssssasssssss::ss:sssss:ssaxs:s::ssssssssssssssssss 600 SITE PLAN 50o COST ❑ Not required, why? Cost of Improvement S ©Submitted When? _ Previously, date — �thappiicafioxi) Items to he insmiled but not included in the above cost: Electrical 5 Plumbing 700 UTILITIES HVAC Wa supply - required G yes _ no, public ? _ ves � no, on site well? U yes _ no. Other existing? � yes _, no n TOTAL ( �� J 3 ad /If required. and not existing have necessary permits been issued? no '''yes,.�date� (M.G.L. Chapter 40, section 54 provides that no building permit may be issued unless a water supply, when e following section for official use only. required, is available. See Code 780 CMR section 114.1.2) INSPECTORS' REVIEW AUG ®6 �9g Sewage disposal - required d yes _ no, public sewer _yes a -no Date Fran reviewed private septic - on -site C�_ yes _ no. Submit copy of permit as soon as available. 30 days to review period expires �✓� u Woodstove - used (will require inspection prior to installation), new (provide manufacturers instructions). Location(s) (list) At ! Fireplace(s) - (includes flue) List location(s) Game Court - describe (include overall dimensions) i Tent, Trailer (Mobile Home) or Other - describe %�� A-' G 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 mmg including child day care for those over 2 years 9 months (see Code Section 304.0) - Factory / Industrial - (see Code Section 305.0) HighHazard - (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) \`ew tenant for any of the above, indicate above (see Code Section 119.0 and Zoning By-law section 35) = Tent or Trailer - temporary purpose? Other D�escriHe the proposal briefly, INCLUDE number of dwemng units and bedrooms or occupant load as applicable, also existing condition 4(10 TYPE OF CONSTRUCTION OR WORK TO BE PERFORMED - New Construction and/or Addition - total gross square feet (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 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 OK to issue subject to requested submittals (see project review worksheep date DEN® see project review worksheet date HOLD reason datr e HOLD Subject to Zoning Board of Appeals action Comments In signature Date 'AUK 0 6 1996 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) OFFICEUNSPECTORS NOTES TOTAL FEE �, w Gross area - new construction �`- Total Sq. Ft. alteration Total Sq. Ft. Permit is issued to I Comments/notes on permit t i 1600 TO TnE AppUCAWMEPERIML--- --------tea.. AND 4erttovAL • Date of APP. hcation submission Plat L1_/Lot ✓S t 6 f Owner Aquifer Zone � �.�• ;�� s Owner mail address Owner phone # OTHERxs#TH::ssss:sssssss INVOLVED AGENCIESs::sss:ss#s#ssssssss:s#ifs#ssssssslf:slsssssss:ssss# - The following agencies require separatesss##s#sessssss:ss:ssssssssssssisss#jurisdictional permits or approval PP 1 for your Proposed project. CONTACT TEEM FOR REO iMZM S'TQBMIS.SIONc_ COLLEC':OR - Approved - HOLDByDate k0onservation Comm — Approved ByDate W. water - Approved By Date t3 D.P.W. sewer ' — Approved By ' -' Date Q D.P.W. cross connection _ Approved Date J D.P.W. engineering — Approved -.Date C Board of Health well — Approves _ Date t,aa oard of Health septic:' Approved Date 0 Board of Health food service _ Approved _ Date $ ,. RE DISTRICT II - II -III) _ Approved PProved Date a Planning Dept Approved _ Date Other — Approved Date Approved Date ( •,.mments sss:z:s z: sssass::::zzs!!lfffs!!#fisls#iff#iflisz#ifzfiss!##sass##zszzs#sifi#lfisslififfii#!#f!#silslfs# Prnject summary new constructioni alterationrdemo sewage disposal - Puhliciprivate TAlter.•add interior wails] [add rooms] [add footprint) water supply - publici rivate well P IPoofj [garnge.shedl [game cou ! [food sersiceJ Describe csz::saes:s::sssf##sfssff#s ##lssssissss#afzzsff#esss#ssssf#sss#s#sass!fzssszzssfssssss####issssssss#s#sss the N araous departments: This notice has been forwarded to you for our ' 5' information and any appropriate action. Should you have any pernti please advise. d. say reason to withhold the requested permit is found. please advise. Your assistance and oersti�n is .appreciated. Building Department Date sent for review S� By TOWN OF DARTMOUTH BUILDING 1).­ ' O I: `` I 1 FAX 508-999-0738 Iastrnations ' The applicant shall complete this application to the best of their ability prior to strhmissionjeaving no Wem unanswered. 'Me Department staff will he available during regular business hours to assist as necessary. N/A should be inverted for those sections which do not apply. A properly completed application will help avoid unnecessary delays, Smom f2kc &= in amat (for atom use only) Application fee S received b' Ii�te �``�' Total Permit Fee $ Permit # 100 LOCATION OF PROJECT s e � CURREW ACCESSORS' PLAT C �7 L�T Z ZONING DISTRICT ZOT R ZONING OVERLAY DISTRICTS ,.if applicable t;\1BER & STREET S 7-/' 1 kfe e- NE-�REST CROSS STREET 1�2 Pi SUBDIVISION NAME & LOT # or BUSINESS NAhIE PREVIOUS TENANT i O'VNWER e_d h 200 RESIDENTIAL - PROPOSED PROJECT one & two family residence only - THIS SECTION NOT APPLICABLE r P/ Sing le famih -number bedrooms Z number baths t - Two family number bedrooms unit 1 number baths unit I number bedrooms Wait 2 number baths unit 2 - Accessory apartment Total gross sq. ft. - ACCPssory structure 410 VC — Garage - detached '.attached to dwelling, dimensions L VV7 A rie — Carport -detached - attached to dwelling, dimensions L �7 Q Norse- Shed - dimensions L W 44/-)C* - Gazebo - dimensions L W Swimming pool above around in -ground Size total square>feet Nam- Chimney - # of flues dj i'C ct vev f i