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BP-63363SOIL DATA TP-201 TP-202 TP-203 0" A 197.0 0" " SANDY LOAM 10YR3/3 12" B 196.0 10" SANDY LOAM 28" 10YR5/4 194.7 24" C1 SANDY LOAM 2.5Y6/2 A SANDY LOAM t0YR3/3 6 SANDY LOAM 10YR5/8 C1 SANDY LOAM 2.5Y6/2 195.5 0 194.7 10" 193.5 30" A SANDY LOAM 10YR3/3 8 SANDY LOAM 101R5/8 C1 SANDY LOAM 2.5Y6/2 195.0 194.2 TP - 401 0" 10" 192.5 36" A SANDY LOAM 10YR3/3 B SANDY LOAM tOlRS/4 C1 SANDY LOAM 2.5Y6/2 197.0 196.2 194.0 186.3 96" I I187.5 128"� 1184.3 108"I 188.0 128" MOTTLES ® 36" MOTTLES ® 38 MOTTLES ® 38" MOTTLES ELEV=194.0 ELEV=192.3 ELEV 191.8 93.2 PERC ® 57" PERC ® 66" RATE: 1" IN 17 MIN RATE: 1" IN 34 MIN DATE: 8/8/06 (TP-4 - 9/20/06) PERFORMED BY: D. GIOIOSA FOR SITEC, INC. BY • CHRIS MICHAUD 5"dia. outlet r- 4" PERFORATED PVC INSPECTION PORT WITH 5CRLW GAF' i/ 4 i " 3 M \k t �� t f f EARTH BACKFIL • c o • o 0 o e • e o • O 00 0 o O0 0° e • o e e • e O Q 0o do e e • Oe 0 0 0 0 o 0 v• ••� v• 1•v +,. vv� .1� c • c v; �• vv • •v% vc' . fin • w' • v •• . Iv �• v . .. I • v .. v .v v •v v • v••v• •• • • . v VI •� • • • • / •v•• vv•v 3' 6' 6' 6' 6' 3' d 1 1 TYPICAL FIELD WITNESSED, v 530.12 f 30.5" 18.5" 5" TOP VIEW 3, 5" D I A. INLETS CROSS SECTION VIEW 19 59 5" DIA. OUTLETS DISTRIBUTION_. BOX NOT TO SCALE 10'-6" 3.5"dia. knockouts inlet PLAN VIEW 20" dia. cover (typ) 1" taper �-- _E4" 'T 31 „ " 1 -7.5 " 5'-4" - 10 4'-6" 7 4'-0" s liquid • level 3"walls 1 3" CROSS SECTION VIEW SEPTIC TANK NOT TO SCALE TOP OF DWELLING FOUNDATION ELEV.= 206.0 SLAB ELEV.= 198.5 12" EARTH BACKFlLL MIN. . /8" WASHED 2" PEASTONE 3/4"-1 1 /2" 10' DOUBLE WASHED CRUSHED STONE ��PIPE SHALL EXTEND TO SAND FILL BELOW THE STONE CROSS SECTION NOT TO SCALE E / -Z o� 1' Cb � f CP LOT. 3 � FINISH GRADE SCALE: 1"=40' ELEV. = 204.5 RAISE COVER TO GRADE COVER TO BE WATERTIGHT AND SECUREABLE RAISE D-BOX COVER TO WITHIN 6" OF FINAL GRADE SCH40 PVC SCH40 PVC '® .0% SLOP 61'f ® 2.07 SLOPE • 1500 GALLON \200.74 REINFORCED CONCRETE 199A, 198.85 SEPTIC TANK 200.50 DISTRIBUTION 200.25 BOX :• . -LEVEL STABLE BASE SYSTEM PROFILE LEGEN D 100 - EXISTING CONTOUR 0^ PROPOSED CONTOUR PIPE INVIERT ELEVATION TEST PIT` SEPTIC 5AN ❑ DISTRIBUITION BOX W - PROPOSED WATER SERVICE LINE o OBSERVED GROUNDWATER TABLE ELEVATION RESERVE: AREA LOCUS MAr- FOR BUILDING DEPARTMENT USE FOR PERMIT NOTE: 1. ALL WELLS LOCATED WITHIN 200' TO, PROPOSED S.A.S. ARE SHOWN. 2. PROPERTY LINE INFORMATION TAKEN FROM PLAN ENTITLED "DEFINITIVE OSRD SUBDIVISiION OF LAND" IN DARTMOUTH, MA DRAWN FOR RAMIDALL MEDEIROS. PREPARED BY SITEC, INC., DATED SE:PT. 15, 2006 AND RECORDED IN THE BRISTOL COUNTY (REGISTRY OF DEEDS (NEW BEDFORD) IN PLAN BOCIK 162 PAGE 60. 3. THIS LOT IS LOCATED IN A SINGLE RESIDENCE - B (SR-B) ZONING DISTRICT. 4. THIS LOT IS LOCATED IN A FIRM ZONE "C" AS SHOWN ON TOWN OF DARTMOUTH, MASSACHIUSETTS, BRISTOL COUNTY COMMUNITY -PANEL NO. 25005CO359F. 5. THIS LOT IS NOT LOCATED IN AN AQUIFER ZONE. 6. CELLAR SLAB GRADE= 198.5 7. PERCENT LOT COVERAGE = 8.0% 8. BUILDING HEIGHT = <34' 9. THE 2 REQUIRED PARKING SPACES ARE PROVIDED IN THE GARAGE. VEty T__ MAGNETIC TAPE TO BE PLACED OVER FINISH GRADE EL.= 200.0 (MIN. ALL SEPTIC COMPONENTS 200.5 tMAX. M 59 kF �t ASS 5mill- SCH40 PVC v v �• v 198.50 198.80 v 3/4"-1 1/2 - WASHED v v v v v - v v STONE v 198.0 SEASONAL HIGH GROUNDWATER ELEV.= 194.0 SEE NOTE #10 ELEV=192.5,-, LIMIT OF EXC;AVATIO DESIGN DATA PON DESIGN PERC RATE: 1" IN 34 MIN DESIGN FLOW: 4 BEDROOMS X 110 GPD/BDM = 140 GPD REQUIRED SYSTEM DESIGN: USE 30' X 59' LEACHING BED BOTTOM: 30' WIDE X 59' LONG X 0.25 G/SF = 442.5 GPD PROVIDED ZONING REQUIREMENTS (MINIMUM) FRONT YARD SETBACK 60 FEET SIDE YARD SETBACK 20 FEET REAR YARD SETBACK 20 FEET GENERAL N OTES 1) THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA 'IS FULLY EXCAVATED AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSTEM IS READY FOR INSPECTION, THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH. 2) WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 3) ALL ELEVATIONS ARE BASED ON MSL ELEVATION DATUM. 4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE 0" CONSTRUCTION OF THE 5) NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEO SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL BOARD OF HEALTH. 6) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL REGULATIONS. 7) SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTURED BY A. ROTONDO & SONS OR APPROVED EQUAL. 8) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER CR LEAVE ALL CONCRETE STRUCTURES IN... ORDER TO PROVIDE A WATERTIGHT SEAL. 9) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEAL[D WITH NEOPRENE GASKETS OR ASPHALT CEMENT. 10) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACKFILL WITH CLEAN GRAVEL AND COARSE SAND. 11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT. L \.J i r V 1 iv v •r • BOARD OF H 'IA-tTFJ C� TFMj.-SWiTHIN THRf:E (3) 5 - h THE APPROVALYEARS & THE DATE OF APPROti AL BY THIS OFFICE I DOES NOT GUARANTEE THE APPROVE11 BY TOVilk' OF DAR T MiClUT1& EFFECTIVENESS OF ANY INSTALLAT ION PDARD OF HEALTH DARTMOUTH BOARD OF HEALTH DATE. � III AGENT: R _ APE HEALTH STAMPS ENGINEERS A REQUIRED y TION STATEMENT CERT-IFICA � THIS. SYSTEM IS NOT DESIGNED BOARD OF HEAI_T F DR GARBAGE GRINDE INSPECTION REQUIRED WHIRLPOOL OR OTHER EXCAVATED hlf SH WATER USE DEVICES WHEN rj IL u.. _..... .... ......... . P.E. STAMP SUBSURFACE SEWAGE DISPOSAL SYSTiEM r OWNER: DAVID FERNANDES .n 7 MAP 81 / LOOT 2-6 ,r'`,, `` SUBDIVISION LOT 2 MEDEIROS LANE DARTMOUTH, MA '.a ire „�'T74F,ef•,1-y ':� -> 1 4' ENGINEERING FIRM. ............._...... 449 Founce Corner Road P.L.S. STAMP ncdl�, Dartmouth, MA 02747 (508) 998-2125 FAX (508) 998-7554 Civil and Environmental Engineering Land Use Planning DATE: 3-18-11 CONTACT PERSON: DAN GIOICSA ACAD NO. DAR 11-4795 SSDS.DWG FILE NO. .r''4.1� ---Irn � frilni_f-- .f-..It' I d 4. I :v-f olfnq "— ti7 C.. 4 �J�-lt y., l �L� �i L ! " �� % ✓ �� i� J 6 r+�G,;''C. Lam/ + G3� 7 t-,j ry 7 Iv. C r /,0 ) 1 AUVIILU i purr ' �J5 5�4,4 RP -A Its • VE uTS➢ vt" y L scr=-; IT. e i i° G . f- 5l ups LArib13 V -19 t � 1 � ► t r•�' -_ � ._ s }�_,7r. �,•.. .-�.:.. �.yl.� � ,i.•,�R.► .ra.�.•�•=tx""'"''�--�M��.'_•�•'T /id �'' i. T 'I �' - L` t- t -i. ....a. ._ . t •' v. � s•� • •mot � .rrc/Jt/•Yy �I1 '_ •3 '=/ En d Go urse or rwal P a Z� I IC t�t.�� r�'�r��� �8 ;�►.�' . "''fit`' � 'i'�f��'�f�.� i + Ti 6t(;Tl0N Gim C I-OT 'MiDEIR'07- SCALE SCALt AS NOTEZJ I A11ROVED BY- DATE : EB. 25, 2q 1 _ 6 •• AJ /, oGoez`J ve f z) alwrz 7-r / WMV 6-w v V ;try "L i I v w I..•K,ANE D,ART'T'OCWTH MA DRAWN BY%i —FCANICAL iMAGE PRODUCTS R• AND FRS, DAVID FER A DES ENO PEREIRA• AgCHITtCTU,"3 - DRAWING NUMBER .RAL DRAFTI« �. ,.5 WE,,nmE:vv s7`REET, NEW ',BEDFORD, f4A l Of 7 f 10 4 REAR ELEVATION SCALE I/4 ik. 11 —O ..�,�wmvstas3rte�4�su-�ir�taa.:aaap4aki7�!'➢i:$'.'�'� _ ,_�_. ..:_ .....,,:_ - _r� w ..L_•� •r.+...w.rw+••r.-ww�,w..+.�+y+. � -' \..u...� �Mr..r•.W+. �^_•_- _ �a-�wA..�--r•r_--wa- -_-.. .•'•, ,V•n ... _ � _ r -.r r..W.•w_. 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Itic _ �3� � �fit J✓ r'TV ��r�l , �j � }�•y���cy ��//-►►•-•••-6) n}- f (t "j/yyy���jjj,,,- �! , ..�` W40 COPRiDOR COVERED PORCI1 f:� tea � ' r,�-�Ir 'ii j-��f-------------�+-F-----_.._______.._._..—__..�_.___.__.._._._.....,....-•--:•..� r ��.� i,� Fl R ST FLOOR CALE 1/4''=II_0 II I , , I D r N I IX 2 CAR GARAGE_ { wa V j EFOYER BATHRoo�_ � ! �► ��� I ,,��t, ' � � t ► I %i t3FFrCE LIBRARY70 �_ •� ENTRY rj PROPOSED DWELUNG �%wi �7�t�1! c � .,-r,.� � .� t, , t � _.._._� LOT T 2 P�� E DE PRU D BY� , r�� � -. A.yE DARTMOUTH MA ,:ul!'' M"1� A-. �? :s31� 1►I SCALE AS 1110TEQ DRAWN er �S �? / DA-I r— FE6. 25-1 2011 a vtsE0 / FOR 4fL2 ' , _ r•� 3 .� � --_______{ R. 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ItAL DPAWING NUMBER 1 0 T 0" 12" 28" 128 5"dia. outlet TP-20' A SANDY LOAM 10YR3/3 B SANDY LOAM 10YR5/4 C1 SANDY LOAM ?.5Y6/2 197.0 0" 196.0 10" 194.7 24" 186 3 96" SOIL DATA t .. I LEGEND 100 EXISTING CONTOUR " TP- 2O2 TP- 203 TP- 4O1 4 PERFORATED PVC INSPECTION PORT PROPOSED CONTOUR A SANDY LOAM t0YR3/3 B SANDY LOAM 10YR5/8 C1 SANDY LOAM 2.5Y6/2 195.5 0" 194.7 10" 193.5 30" 187.5 19R 195.0 0- 194.2 10" 192.5 36" 1 R4.3 1 nR 197.0 WITH SCREW CAP 196.2 194.0 PIPE INVERT ELEVATION 12" BACKFILL TEST PIT MIN. r SEPTIC TANK 2. WASHED PEASTONE ❑ DISTRIBUTION BOX 3Q41 1/210" DLE WASHED CRUSHED W PROPOSED WATER SERVICE LINE STONE 3' 1 6' 1 6' 6' 6' 3' e OBSERVED GROUNDWATER 'TABLE ELEVATION PIPE SHALL EXTEND TO SAND FILL RESERVE AREA BELOW THE STONE 188.0 TYPICAL FI ELD CROSS SECTION I OPI IC KA AD - " 3 MA EARTH BACKFILL t \\, o• . o • ° o ° °°°e WOO4 ° oo°d4° ° ° ' ° e' ° oo° 0° • _• . . • 1 1 • _ • 11.1• w1,,1 c • c V% 1• ••• . • c .. • 1 c • •.• • r- • 1 1 • orJ••i•• • • • ., •• • • 1 : • • • VVV • • . • . • • . • • �1• • • • • �1. • • • % • • • ; • • • I • • • • • " ll.l, .1 MOTTLES 0 36" MOTTLES 0 38" MOTTLES 0 38" MOTTLES 0 42 ELEV=194.0 ELEV=192.3 ELEV=191.8 ELEV=193.5 NOT TO SCALE C 066 PERC 057"f %7k RATE: 1" IN 17 MINPER RATE: 1"IN 34 MIN 17T �,. _ 30.5 WELL PROPOSED w ,� 1g� 197 a 00 LOT 2 4 BEDROOM i? 0 2 . DWEWNG , __ ... - -. .. Z 200 T.O.F.-20 � egg 2 SQ.. FT. a 23,4f►0 Uj SLAB-198.5 5.13 ACRES 99 _ 18.5" _ 20 _ _ _.y, _, g$ . TOT.kL --AREA 3 W n .�... or ~ ALL UPLAND rn i N - �g'I M 5„ 196123' TOP VIEW S r TI o 3, 5 DIA. INLE toper 50-4" CROSS SECTION VI DISTRIBUTION BOX - j k _ ��'- TP-2025' LIMIT OF �ti EXCAVATION ' NOT TO SCALE 9 ' 10'-6" PLAN VIEW 20" dia. cover (typ) S4" _ rIT CROSS SECTION VIEW SEPTIC TANK NOT TO SCALE x FOR BUILDINr DEPARTMENT USE 00 coFOR 'PERMIT i. �i , f , 00 iWJ NOTE: 1. ALL WELLS LOCATED WITHIN ' 00' TO PROPOSED S.A.S. ARE SHOWN. ' c 2. PROPERTY LINE INFORMA110NI TAKEN FROM PLAN J' o`� ENTITLED "DEFINITIVE OSRD SUBDIVISION OF LAND" '. BENCHMARK IN DARTMOUTH, MA DRAWN rOR RANDALL MEDEIROS. 79 SPIKE SET `. PREPARED BY SITEC, INC., GATED SEPT. 15, 2006 AND ao� I s- ' L.=196.a2 380.00' RECORDED IN THE BRISTOL COUNTY REGISTRY OF i ~ S 57' 1 O' 14" IN E 3.5 dia. I knockouts , N 57' 10' 14" E LOT.-3 v inlet �� \ -- 126.32 4'-6" TOP OF DKI-LING FOUNDATION -•---- ELEV.= 206.0 V SLAB ELEV.= 198.5 l }: FINISH GRADE ELEV. = 204.5 RAISE COVER TO GRADE COVER TO BE WATERTIGHT AND SECUREABLE r' SCALE: 1 "=40' RAISE D-BOX COVER TO WITHIN 6" OF FINAL GRADE DEEDS (NEW BEDFORD) IN P!.-AN BOOK 162 PAGE 60. 3. THIS LOT IS LOCATED IN A SINGLE RESIDENCE - B (SR-B) ZONING DISTRICT. 4. THIS LOT IS LOCATED IN A FIRM ZONE "C" AS SHOWN ON TOWN OF DARTMOUTH, WASSACHUSETTS, BRISTOL COUNTY COMMUNITY -PANEL [NO. 25005CO359F. 5. THIS LOT IS NOT LOCATED IN AN AQUIFER ZONE. ' 6. CELLAR SLAB GRADE= 198.5; 7. PERCENT LOT COVERAGE = tS.0% 8. BUILDING HEIGHT = <34' 9. THE 2 REQUIRED PARKING S`?ACES ARE PROVIDED IN THE GARAGE. DESIGN DATA DESIGN PERC RATE: 1" IN 34 MIN DESIGN FLOW: 4 BEDROOMS X 110 GPD/BV = 440 GPD REQUIRED SYSTEM DESIGN: USE 30' X 59' LEACHING EED BOTTOM: 30' WIDE X 59' LONG X 0.25 G/SF = 442.5 GPD P OVIDED ZONING REQUIREMENTS (MINIMU�) FRONT YARD SETBACK 60 FEET SIDE YARD SETBACK 20 FEET REAR YARD SETBACK 20 FEET GENERAL NOTES 1) THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS FULLY EXCAVATE[I AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN' THE SYSTEM IS READY FOR INSPECTION, THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH. 2) WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 3) ALL ELEVATIONS ARE BASED ON MSL ELEVATION D,%TUM- 4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION OF THE 5) NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE V11THOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER AND rHE LOCAL BOARD OF HEAL 6) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE ENVIROKMENTAL CODE AND ANY APPLICABLE LOCAL REGULATIONS. 7) SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE PANUFACTURED BY A. ROTONDO & SONS OR APPROVED EQUAL. 8) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCF;EIE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. } 9 ALL SHIPLAP JOINTS f E SEALED WITH NEOPREN I' N THE SEPTIC TANK SHALL E E GASKETS OR ASPHALT CEMENT. 10) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACKFILL WITH CLEAN GRAVEL AND COARSE SAND. 11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT. VENTP.E. STAMP MAGNETIC TAPE TO BE PLACED OVER FINISH GRADE EL.= 2?00.0 MIN. ALL SEPTIC COMPONENTS 2?00.5 MAX. `,.. , SCH40 PVC . • ..... '- SCH40 PVC ..... 5' ' 5 . 7 SLOP 6 1 f 0 2.07. SLOPE Ll 1500 GALLON , • - • • . 200.74 .. REINFORCED CONCRETE 199.02 198.85 ivIv SEPTIC TANK ::::: •• : • ,. • : v 198.80v sCH40 PVC v 198.50 200.50 DISTRIBUTION v 3/4"-1 1/2" WASHED v 200.25 BOX - v o STONE o v o 198.0 • LEVEL STABLE BASE SEASONAL HIGH GROUNDWATER ELEV.= 194.0 SEE NOTE #10 ELEV=192.5 LIMIT C)F EXCAVATIO SYSTEM PROFILE BOARD OF HEALTH STAMPS BOARD OF HEALTH STAMPS SUBSURFACE SEWAGE DISPOSAL SYSTEM OWNER: DAVI D FERNANDES MAP 81 /LOT 2-6 SUBDIVISION LOT 2 MEDEIROS LANE DARTMOUTH, MA ENGINEERING FIRM: P.L.S. STAMP S�' co fin. Civil and Environmental Engineering Land Use Planning DATE: 3-18-11 CONTACT PERSON: DAN GIOIOSA ACAD NO. DAR 11-4795 SSDS.DWG 449 Faunce Corner Road Dartmouth, MA 02{47 (508) 998-2125 FAX (508) 998-7:54 I I FILE NO. se •yf' on ..:4_in'V s.�. tin ; -'s tit t"cll'h s rLiss }tl ihtirotttr!`T`_tr \_}_ lttll tw i j. . 5c'ction .A -A o l ure . 0 of ibtclow rl`�r�'S1c i �I 1 i2(1:1�i1. W, sij Nvn ii� a - n'if' Ottt ,tv re t kin.- ems based lt�?0m '1'�:le i. ; Of' :.�� ol:'u F•�lzl i tip i t�)r 1 10M:I .}..5. Spttiiecla �,Xp(-j, uj-e, � II-)v the Ameri% ai': id }lapc is < s �,►:: i+lii;�Fi (;American `X'ood. CA.l�tnci!l. fr33I.1}jr 'i `,ii 4*4" and! 4, irfl.lil:: �, t: cis it11', ` ; rkiss, 5t) tt 404 and a ) 04 wcictirt�i "" l <f: i . I C. iv1_ C:'11F1C�'K ,iST i st '. )S; ram' != A. \v. C. Guide to yell.:d �C'1�� r•ItiII..\ f'c�k C:.c�t,tl..,>k<�i�,.c . 1 {Ill`�1'.I1. VN*;n. ��n`B .Mg C ction ill High V ind Araa r; t ~ ._. "' C. [°i:lll I t ) r i' t-� �..,. i�' C1i1,1tn13i.'l. ' •` tt?E' tt..,; �! :a,.'a?I?t 'y.3t?.illtl' ,i� �l It'>l ;lc)� 11�; 4 ith i _ j - f }-,�-t+� c z �� f' • 11,c c ifin. the TCQt'r'llsent o; °z£. Sx i �•`j� v cir?4t, .i1.1stt3aled on top, of (;eilim-, ibottoir�as L':(..L 4?I ti'!.!`��} may t:�' i'.IlI1�In 3tt;i�. i 13.S 1., I ro Kvs t I.) t ., r 1?2 k, Aa.•.' Ft . ,1 " irk � xpeo—urc iti? s�.Pt '.... +.ich !•�.��0 11 ;ft, 0w_J1',C:1 L'' '.`r flc,: : i PIich p,:r ( he , ROOF ANI) I'I.C:)()R S1I.l:A'1'I•IING. NAILINO St"1-11 [ ,1I.J. N�illtll sc:l?c�cittle fr�r rooi�and lloi)r sheathimi, •1•able ? of' `Food l�rani,: Construction Manual Guide, 11 t) '�i.I'.I}. �'l"ir?cl �.i)nL'. 1�;4pc�suri '}3, as published .•r ' l ( tit t )� �. 1 � nit.,tlC.dti Wood .l t• 13�� they .lnlcricatl Forest atic} Paper .�sst�ciattc. t � S1II":A"1 FLING: �t dc i�iltrt?on nails! or 10 d-- hox nails c% 6" c). c. aim-, panel edi and 6" o. C. in Field panel. CTA13} .I'. I :NDWAC.l. RAKE: 1i d Commonimils or 10 d - how nail: 4-o. c. aion�.? Panel cd4�c and 4- o. c. in field }panel. 1.1LO )R S} II : TI ZING: 8 d common or 10 d -- box nails cr': 6o. c. along, paliel ed('Ie Ond in field Panel. ' 2. A _A 1 r ! FS S � f� � s� r ai .,', t { _ tf f •: ! , �..., i.Y -s'.. SJ - y • �g1` M _ .. .• .. i'Y .lYiaUasr. �kW r 1 1• , INSl_ . .. ! #t It '; { k- � i° � . %� ^y •' '. i•. 1s„� 4l_ro'" `;�.f ',, �� ''*3 ... ! .,a 'may k`s, . o ►f ' � t' i . S` SG i .• ••i -k i i t A .L .5 i:. j f . y tt i fK. !7< t j I \ 1 i 3 � T - +' ✓.- X fit• d `� '` 1 t i C y/ :.•-•!`) 1 r r! r > , r - f i` i-t.c,.t. : a f p •r ' �. ....•,..�. - -' !r ;� :3 ^, a- %Y '..FLJ+'i k". ✓ �L�:._.-� '! _�. , ti �, �,•� .•r" i _ • _ > " i, '�'` �� 'ti 'y f°M• { tt .� „- -E -•�•� _ . Y�..r�'_- - -- - -- SECINON -A� SCALE 3/8" = 11 -- 001 I el ! „ 4 i�j• y t' } V c", 01-. NOTES: 1 -Ail iootin4_s shall betir can w1clistur1,e(l �i1 having a minis-num htiarin� capacity «l 2 )00 1' S I . l-cotton? of looting,s shall be 4'-0" min. bel ►tip,` tir�isl? �rctde. - All coIicrete shall have a min. cterupiessiv' st'r til',13t ()I .?,()t)() } •`�.l pit 8 daVS 01' cure and shall he clone in ace wdance with the --B II,DINO C()1)l Rl::Q1JIRFMI NTS " f(.)r re3int'orced c '� : ?'•. :�1., r )I= t I .`"tNl_.:)AI s� P AC'"1�ICt concrete and t 1 t . _ 4 - Use lahricatcd Floor and Rov l'ritsses . Details and ("alculus furnished by truss Supplier upon order. - ; ;�e *., .l, t i plv���:►od C' [} l oil subiio+lr and '8'"on roof, sheathinw° N-vah jOint clips. 1-.1, x4" !leader oil all exterior beciril- opellin<gs, Up to <tnd - !..,,6*' header and dou.11le jac;l•:s oi' S'-O" width and mvr, and >;! ., 1. `'1-, header in 9' widt°1 and over with triple jacks. - All #r�trtlin;� wood shall be sti-uctural 4, racl A'-'ith 1.l)00 }�b min. stress. 8 - All N indows rel'erence from andersc:n cat'-iliT�l o- use inlpson Strotl -tie 111„1 �,' t� ith �,' +:• nehur bolts and '-1 End nails "U windows, and door sides. l (i - i. se Sir•npsoil tri�n�3-tics I .S`1•A 0 u'; 1 t�• c�.c. Wit11 -I ()d at ry indoxv lcks. I i - Use ll ?l>son Strom tics I I '. \vit11 1 f)-�i , nails at roc�f`trzisscs. truss and 5. in iop plates). 12- 1. {se #till height Blockingat the first two`"Ys ()t'tl?e 1711•st clncl Second Hoof's Joists at max. of'48" o.c. 1 ; - Hie ci�IltraLtor till tile' 'lot: :;h<lli ec.,Ezrdtl?at�' iitici �-er11x- all cltn3c'ilsit:�rls clnd 6c,11d conditions belt>rc' start tl?e job �_nd shall repc►rt z 1W list rc'Pftilt'tt:s to tiff.: owner or to the CIc:s,,znL l - :rill work shall bebraced and protected li the contractor until tl�tx llUcise is completed. y 15 - All Nvork shall be donee in tcci�rdanc e \N.--i f'�r _ ill Setts -,t�. i. ti-I 1Z tisnt` and t\��t) Building C'i7cie ReclUir ements, / },�aditt(:� / fit? ,{1 F I ailliIy D\\ llint and f()r thti_a `I i.1w n of f artn?otitll. I r r .. .. IO`.. } k , z. i v t f c { ?m st ry i a� ` yr# $ •, r., .�,r Za'..�6tk�,,,. �•✓ � `„ `! - yam'^, � .q; •' I . .;�. •f ..��''Na 's..j;. J° . + . s i a 1. Ida. ! 3t 7i5# �. < � •"jam i 7 . � j 4 „� ;t.. .L> � y"- }y "Iy ,. „sk•,'' rs�J> •^ �i ! �:'J td� �. { t r^ El CV y� ✓ '�� y .+ Ri r i y (j ! J� 'fir • �` ` .a. ' •,r fi c .••.9 ° _ EE.. .. 1: R !i r } 4..,.1!'" ` l ;f �S qq g } +"_ .,� 1•r ;t's�. a ,r L ,? �' ..� � - `'+ w ar• '�'' .. fa . ..`f__ � C y�'rI. h�,^ �}� y JT+>.; r..� �'-. �•' '"-�, .,.> .+ �:....+ �` t r a yw • � • , , <.,. ."i� ;'J.- 7.d.- f; . ' l • _ _ n•.we �rr _ +��•••�� rt N 4 L'- ::' . 1' •n r V '' {•':,- y e'�i.v•r �_,A� !�+• �� a `,.- .1 'Y_''.1['3 e,.J4.a '•.=3 'a✓V _a'./f' t ! fiZ y, .K t 4J tp t' a j Js i •i II,r _. ..^ 1. r" , w aa. r ------------ — y •', 7r-""" a�:,�,>s, �� ( �l 1 - t._ ! i- __ y _ °'• _ L "' ^ 3 aw '.-.... •.....w,. +i- ,....�.. m K_.w �E WELLING r- R OF LOT 2 " E I O S alb., . t'',8 E 9 iy? T fv11 Q 10 t h APPROVED BY : DRAWN 't : SCALE p-�x k ;�'�? ��� �..��E i..J � .... REVSVD MR. Aq;qD MRS#' uAvimu___ IFERINPlANDE �,.. INO VEPE R1R �.,-i� Roof'" ITECT+I.,�i'�y�!'�1l— �1•, RAf7- i !6'� DRAWING 14t3!�9BE� .t"', f ram••.e 'E S,"' `r! .;•L .�. n�',e i fki:,, t> .lt.; a• �/ t "+' L.✓ Y lrt �' Options For HB36A and HB36AI For HB42A and HB42AI MODEL DESCRIPTION Accessories A.K14- , Outside air. kit E.C10 Fan motor rheostat control, wall mounted FK1 Sin le fan with wirin harness JK1 Junction box to install FK1 fan kit FK2 Add -on fan kit T K1 Screen rod cover Gas Log Sets GL18 22" Gas io set with safety pilot - Natural2as . GL18L 22" Gas to set with safety pilot - L.P. as Fireplace Trim Kits TK40A Antique brass fireplace perimeter trim kit TK40B Polished brass fireplace perimeter trim kit Gass Door Trim Kits F21 Al Original style antique brass glass door trim kit for GD36A1 T K21 B1 Original style polished brass glass door trim kit for G036B1 Glass Doors C1136A Classic bi-fold brushed brass C1136B Classic bi-foldeolished brass C1136C = Classic bi-fold olished chrome C2136A Classic cabinet brushed brass 9213613 Classic cabinet ol!shed brass C2136C Classic cabinet polished chrome GD36A1. Original bi-fold antique brass G D36B1 Original bi-fold polished brass rP36B Premium bi-fold polished brass C;hlrmneySeries SL3100 8" Air cooled chimney system IC800 8" insulated chimney system Th-i.s,-.unit is shipped without �sglass doors or trim kits so that �' = �=ehd=users may specify their own `choice of optional accessories. MODEL DESCRIPTION Accessories AM 4 Outside air kit BC10 Fan motor rheostat control, wall mounted FK1 harness Single fan with wiringONE JK1 Junction box to install FK1 fan kit FK2 Add -on fan kit K2 Screen rod cover FGag Log Sets GL24 26" Gas log set with safety pilot - Natural gas GL24L 26" Gas log set with safety pilot - L.P. gas Fireplace Trim Kits, TK46A Antique brass fireplace perimeter trim kit TK46B Polished brass fireplace perimeter trim kit Glass Door Trim Kits TK21A1 Original style antique brass glass door trim kit for GD42A1 TK21 131 Original style polished brass glass door trim kit for GD42B1 Glass Doors C1142A Classic bi-fold brushed brass C1142B Classic bi-fold polished brass C1142C Classic bi-fold polished chrome C2142A Classic cabinet brushed brass • Classic cabinet polished brass L-C2142B C2142C Classic cabinet polished chrome GD42A1 Original bi-fold antique brass GD42131 Original bi-fold polished brass P1142B Premium bi-fold polished brass` Chimney Series SL300 8" Air cooled chimney system IC800 8" Insulated chimney system Hearth Installations The-.-.HB woodburning fireplace series can be installed in a Proper hearth extensions and clearances to combustible wide variety of ways. It may be installed directly. on a com- sidewalls must be maintained as illustrated_ in Figure 3.7he _. bustible floor, or it can be raised up from the floor to area 16" directly in front of and extending 8" on both sides of e��ance its visual impact. Proper positioning of your fire- the firebox opening must be protected by* noncombustible place sfiould be based on overall room size and ceiling hearth extensions on the HB36A and HB36Al. A minimum height. '� of 20" to the front and 12" to both sides of the opening must be maintained for the HB42A and HB42AI fireplaces. Gaps ':The fireplace may be located as shown in Figure 2. between the front of the fireplace and the hearth extension } 7 - must be sealed with noncombustible sealant. The material .... � .Fjlplace Locations , .. - �- :used for field -constructed hearth extensionsmust have a 'minimum R value of 1.16. HEATILATOR,,.HX3 or HX4 hearth :. extension is recommended. As a room divide Along a wall. In an exterior chase or projecting into a garage. Across a comer. . EEL P A B HB36A & HB36AI 8" 16" HB42A & HB42AI 12" 20" Fireplace framing The illustration below shows a typical framing of the fire- place assuming combustible materials are used. All required clearances to combustibles* must be followed. )ER UNDER EDGE OF FIREPLACE AND HEARTH EXTENSION FIGURE 4 Mantels A mantel of combustible material may be installed no less than 12" above the top of the fireplace opening. The mantel may extend no more than 10" from the wall. Decorative combustible materials, such as a surround or mantel sup- port bracket, may be located within the. shaded. areas locat- ed at either side of the fireplace opening as defined in Figure 5. 10" MIN. 12" TOP OF--o FIREPLACE OPENING Sidewalls/Surrc)unds Adjacent combustible material sidew,--;alls must be located a minimum of 18" from the fireplace oprening. See Figure 5. If using a decorative surround of combi:Astible material, it must be located within the shaded angle aro�a defined in Figure 5. MOQra 'A B H B3r%.)A & H 836AI 36" .4111 H B42 -A & HB42AI 42" 47" 2 FIGURE 2 0 FIGURE 3 FIGURE 5 4 3 Major building codes specify minimum chimney heights required for safe operation. The chimney must be a mini- mum of 3' above the highest point where is passes through the roof and at least 2' higher than any structure within 10. These guidelines are for safety purposes only and do not insure optimum operation: consult HEATILATOR Chimney Planning Guide for Woodburning Fireplaces (#70848A) for complete information. Only HEATILATOR brand chimney systems are approved for use with HEATILATOR factory - built Fireplaces. The HB Series fireplaces require the use of an SL300 HEATILATOR air cooled chimney system or an IC800 insu- lated chimney system for operation. When planning your fireplace location, the chimney routing and necessary clearances must be considered. The fire- placie system and chimney components have been tested to provide the following flexibility in construction. Minimum straight 696*0698913 ft. Minimum height with offset/return ............................. 14.5 ft. Maximumheight 90989668949 060 eeso**Oeo *&*so@ goes&&* *goo** *a woo *ego 090..90 fto Maximum chimney length between an offset/return...... 8 ft. Maximum distance between chimney stabilizers..........35 fte Double offset/return minimum height o20 ft. Maximum unsupported chimney length between offs-et/return.................................................................. 6 ft. Maximum straight unsupported chimney height abovefirebox..............................................................25 fte Available from: a f •S ! 6 M w J l F f, - y f St s t { ' L MODEL DESCRIPTION SL306 6" Chimney section SL312 12" Chimna section SL318 18" Chimney section SL324 24" Chimney section SL336 36" Chimney_section SL348 48" Chimney section . SW 6" Chimney stabilizer SL3.15 15" Chimney offset/return ge- SL330 300 Chimney offset/return FS338 Straight firestop spacer S339 EF 15" Oval firestop spacer S340 30' Oval firestop spacer 76 Chimney bracket (package of 3) ERF370 Roof flashin 0 to 6/12 pitch RF371 Roof flashin 6/12 to 12/12 pitch Decorative shroud 30" x 30" rDT3030 RT354 Round terminal cap for use with decorative surround RT362 Round telescoeing terminal cap RT364 Round terminal ca Sp T375 Square terminal cap ST376 P ram id terminal cap Insulated chimney system IC806 6" Chimney section IC812 12" Chimne section IC824 24" Chimney section IC836 36" Chimney section ,WONNISZ8 6" Chimney stabilizer OR815 15' Chimney offset/return OR830 30' Chimne offset/return FS838X Straight shielded firestop spacer FS839 15° Oval shielded firestop spacer FS840 stop spacer 30" Shielded fireENNI WSP841 30" Oval wall firestop spacer JB877 Chimney joint band (package of 3) C13876 Chimney bracket (package of 3) RF870 Roof flashing 0 to 6/12 pitch RF871 S Roof flashin 6/12 to 12/12 pitch RT874 Round terminal cap with storm collar ST875 S uare terminal ca Safety, listings U.S.A. Tested and listed to UL 127 Standard by Underwriters Laboratories, Inc. CANADA Tested and certified to ULC S610 Standard by Warnock Hersey International Inc. Approved for sale in Canada under the following model numbers: CH1336A, CHB42A, CH1336AI, CHB42AI. y HEATILATOR is a registered trademark of Heatilator Inc. • NOTE: Technical specifications and available options are subject to change. Please consult the installation instructions provided with the fireplace prior to installation. Heatilat`)r Inc. / 1915 W. Saunders Street / Mt. Pleasant, Iowa 52641 / a HON INDUSTRIES company Form No. 71483 12/92 p Y d • �•L ./t I .t C"J" m 1% nes, F6 .8 2B b&e ireFr%1a*CeS*-. HB Series woodbui, ping heat. circulat- ing fireplaces have."the right combina- tion of price, feat1,1Lires, benefits and size. HB Series firi,#eplaces accept a wide variety of HEE.ATILATOR glass doors and can be fii:iished in countless decorating styles. P rodUC,"."i: C h a r t t f . r. . r. 44 = r .'Y. �y S� , t t ,• I 1 l J t t i :f 1 1 Y. t e �r 1- 4: i' L, r - �.L 'S f C .a l ,2 • f 4 -t S yr [T 4 Y' 1 ft 4 J i t 1 f , t r+V ' i' .N. 1 -t. •! }ry 3 v. a a f❖••.�1 XX W.. 16 .:::.; 1 75/ of A 23/8" 8 g Front View C i� r. 4! ' _ j , n1 .:t fit- h' r ' 131/2" t/ M /2 Top View MODEL DESCRIPTION HB36A 36" heat circullatingwoodburning fireplace HB36AI 36" heat circuilating woodburning fireplace with; iinsulated firebox HB42A 42" heat circuilating woodburnng fireplace HB42AI 42" heat circuilating woodburning fireplace with , iinsulated firebox Standard. lummmeatures 0 Large firebox proviides maximum visual impact. 0 Full refractory lining adds beauty and durability. 0 Front louvers help (distribute warmed air back into the room ifor greater comfort. 0 Pivoting steel gratre and positive action damper for easy clEnaning and operation. 0 Uses either SL300 10.5" O.D. snap - lock chimney sys:tem or IC800 10.5" O.D. insulated cf;nimney system for choices to meet iinstallation and bud- get requirements. 0 20-year Buyer Proi-tection Plan. U L Listed to U L 127 Standard. m Canadian -modells CHB36A/Al and CHB42A/Al cert"ified to ULC S610 Standard by Warnock Hersey Inter- national Inc. � L P- 4 1 r n f •1 } i .ry 1 1 Y tV r t _ Y 1 - 1 h Y '1a f J. .r t � � �f. 5 4- ' "Y e i t. _1 Y• s c v7 s a f }r .1 f MODEL IA 8 C D STANDARD 43 49 249/16" 309/16" HB36A/36" wide 36 41 HB42A/42" wide INSULATED . 42 47 41 HB36A1/36" wide 36 43 49 249/16" 301/16" HB42A1/42' wide 42 47 s (tAtmensiorts in inches) FIGURE 1 C O P y O F L I C E N C E (S) 'v � - l��� AG��.r x , - .f 2.1 (Owner Record: or Vi o iJ/Py U � Name (print) Contact Address Phone Number 2.2 Authorized Agent: Narr: (print) Contact Address Phone Number ,. { { ..... t 3 S 1, ...........:.............:...:.:...:...:.... ER. Es , 3.1 Licensed Construction Supervisor/Specialty License : License Number: Company Name/Contractor Name: Address: Expiration Date: Signature: Telephone: 3.2 (Registered Home Improvement Contractor: Not Applicable ❑ Are ypou a Home Improvement Contractor subject to (780 CMR.110.R6)? ❑ Yes ❑ No Are you claming exemption from the requirements? ❑ Yes ❑ No If Yes, Go to Section 3.3 Corroany Name/Contractor Name: Registration Number (ifnone, state "none'): Address: Signature: Telephone: Expiration Date: 3.3 For Residential Remodel 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 M - - p g � A 02108, 617 727 8598 ` I am a Homeownerperforming all the work myself. -'s Name(print): FE • Signature: .%a r By -signing the above, the homeowner acknowledges that there will be no eligibility to the Guaranty Fund Date: f 6.- 3.4 Homeowner Exemption - One & Two Family Only FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 51oS.3.5 Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 116.0, effective July '1, 1982, no individue shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of building 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 Constructiof 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 Homeowne engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor For thn 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 whic 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 tha one horria in a two-year period shall not be considered a Homeowner If you ,are applying under this section sign below: Signs pure: >���.00,000 " Your signatuF'e carries certain responsibilities, including but not necessarily limited to, general liability 4 • Failure to provide this application. i 0 n. _ it h this a I is w p ' d p d an d d su bmitted b m i tt e I e e ='on insurance Affidavit must be comp - • ttached: ❑ Yes ❑ No Workers Compensa-i permit. Signed AffidavitA • of the issuance of the building -vitwill result in the denial o GI IldG icahe. �. t FKC eOSEDO 8sC��ON t p. C] Deck ❑ Pool New Construction* (Energy report required) ❑ Addition (Energy report required) ❑ Repairs ❑ Alteration ❑ Accessory Bldg- (ShedlGarage) ❑ Replacement window/door No. of vrindows Doors ❑ Chimney/Fireplace ❑ Roofing/Siding oodstov ❑ Other (Specify below) ellet Stove ❑ Demolition (Specify below) * t lease complete the following: l never construction, p No. of Baths Since Family: No. of Bedrooms • No. of Baths Unit 1 —,,, c�r-•1 No of Bedrooms Unit 1 � ,. o � �j ► �� y No. of Baths Unit 2 No of Bedrooms Unit 2 c(naturalpropane), fuel oil, electricity, other (specify): �-- ....� of a�; -fuel gas or props ), `�'� (h � electricity, other (specify): • .._• _ r o(natural or propane), fuel oil, ele ty,oi'e- (hea lna) �u.,l gas ' ' other .j r �u-al gas, propane, electricity, C -- L�r con�bi-ied unit) - pgrr,a�v auel, nai ., •E%d ^'a �i. Ii of bo�-so be provided Other F Electric Fuel Oil ❑ ;-dot ti�dater. Gas 1 • DescripsLiovil of proposed work: ( -se Print tproperty Plea ) Owner of the subject hereby authorize as 13 this building permit application. o work authorized by to act on my behalf, in all matters relative t Date Signed under the pains and penanie5 of Ncf jul y / - Date • of Owner/Authorized Agent Signature . Page 3 Page 2 1. Date plan reviewed: JUL 7,-, 8, 2. DENIED (see project review worksheei): 3. HOLD Reason: 4. HOLD subject to Zoning Board of Appeals action: Comments: Inspector's Signature: Comments: Date: Date: Date: z � �; 28, f'y Date: J Z1, , Remaining Balance: S F 'ice TOTAL FEE:;: Gross Area - i New Construction total sq. Gross Area -- Alteration totals . ft. - Oerm it Issued t,� a [ p �, � %�4.1��aY� �/'��� it 'ti�11 �.1��` � �% � .�c,• � � `� � 7 � �� � � - � -I I` 1 � � V-- ��,.--s. *[',y�s� ,, ; ter; t. � �1 ''y _ -a . -. � i � - t..:=�'�s✓ <� �=! . /-� ' E.►� 1: I cc Y C &+ Lot Area (si.r .) El A roval in Part (Pe f 7 80 CMR. 5 111. 13) :� E $i�iA� Required ............ sECT - slTE NF R. AT o . ................... .. .. .. Frontage Provided Front Yard . Side Yard Rear Yard ct�P r SuD lu (MGL c40 s54): 1.5 Sewage Disp sal System: . ❑ «u-P 1ici al rivate Well ❑ Municipal ❑ Site Disposal System 1 1.2 Assessors Map & Lot Number: Map?, Lot - 1. 3 Historical District ❑ Yes 10 No Year Built ❑ Altering more than 25% per side a�f building Has application been submitted to the Historic Commission? ❑ Yes ❑ No Date: k. A r% 1% or - K. . a U I % I VE &M��E N E E-P "'P T n M Q T P 11, 11, n"'�w I n M P I A NO 5; /[A/"S1TFE,. PLANtIVI