Loading...
HomeMy WebLinkAbout0245 VINEYARD ROAD - Health 245 VINEYARD COTUIT Z�S! P TOWN OF BARNSTABLE LOCATIONS iI�kv� � SEWAGE # &bt VILLA ASSESSOR'S MAP & LOT r INSTALLER'S NAME&PHONE NO. t UJ 0&:j::t � SEPTIC TANK CAPACITY LEACHING FACILITY: (type) �1u11�!_ f1 aAA> (size) 1 Y� K- ) Uis�i3 NO.OF BEDROOMS (a 17vk- , i BUILDER OR OWNER PERMITDATE: J —3b—bl COMPLIANCE DATE:_ Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply.Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands.exist within 300 feet of leaching facility) p __ Feet Furnished by Co E" tktl 4azL�( , M y oO 3 i�0 Cate 5cmlC, Owl 2� C�CCPCS�, -�� 3os` A-( --23 , 141 7a` -7- a2` No. 0 TSHE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH f OWN — OF _I3ARA)5Ti4-13L F APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct (X Repair ( ) Lpgradc ( ) Ahandon ( ) - ❑Complete System ❑Individual Components ZJ/VIA1ey P,b 9OAb D-e0el6pes&j —If ssoc- Location h-� fir. r'sName �5' (."G;l,Ji 248 Route l3�, Su,udc�LGL. Map/Parcel N Address 8�S sy��8�'S-YZe2 �. Lot N Telephone N Installer's Name Designer's alnc P<0, 13OX gas lua r Z&V MA- ddress Address .s-P �� 9_3 0� - V -'W azsz -- Telephone It Telephone# Type of Building: ReS18, Lot Size 3,17,4af5 Sq.feet Dwelling—No.of Bedrooms Fdf 6) Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min. required) 6d gpd Calculated design flow 660 gpd Design flow provided gpd Plan: Date gz, Number of sheets Revision Date Title S�cAe �ISDQS�.� �vs �. b2 s!� Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator. G/ztew Date of Evaluation d �G Vdii.LlMA F. DESCRIPTION OF REPAIRS OR ALTERATIONS t/ADDEN 0 DVILcn p The undersigned s to i tall the above described Individual Sewage Disposal System in accordance with j TIT d fu ees of p the system in operation until a Certificate of Compliance has been issued by the Noc Signed Date FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No. I " THE COMMONWEALTH OF MASSACHUSETTS" '; �4'y� FEE' nl a�. B,O A R D O•F HEALTH ,•. OW OF 8,ARA)ST/r)s/_F �,. - %,�APRIJCATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete Systcm ❑Individual Compon"ents 4 w J � 90My goal& APye hop,a)�:4s-w- Localion P?jj&A'4vnmrs Name Map/Percel M Address _ 8�S yzr2, ` .L Telephone H Zr4F C.cr we P t-/.t1C Inslaller'sName Designers apic P,0, 6 9S3 11Aa r-164., /1A4 ddress Address 2yA-6 Telephone it Telephone✓f n ,,Type of Building: XiSfC, Lot Size 3.97AcrCS Sq.feet Dwelling—No. of Bedrooms SZby-,, 'Aj Fdr" Garbage Grinder ( ) t s Ot Y Type of Building No.of persons Showers ( ), Cafeteria ( ) ( Other'fixtures 45, 4- Design 1'1cw(min.required) gpd Calculated design flow r b� gpd Design flow provided gpd Plan: Date`. /Z//6( Number of sheets W Revision Date Title / c ce /3/5 Losal5 s .p" /)e 5,Ar Y' Description of Soi (s) F Soil Evaluator Fore No. Name of Soil Evaluator rrfw 1sr4c11. Date of Evaluation Bey )•: DESCRIPTION O REPAIRS OR ALTERATIONS WI An F F. GN-4 civic The undersignedagve�s�to install the above described Individual Sewage Disposal System in accordance with �* TIME'9'a d fu h r og ees not lN6 a the system in operation until a Certificate of Compliance has been issued by the B /QPi�la 'l �rvv r,u Signed Date FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 ' No. 0 1 12�, THE COMMONWEALTH 10F MASSACHUSETTS FEE f� �G�HS�G 4l� BOARD OF HEALTH R CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Dis os I System;Constructed Repaired( ),Upgraded( ),Abandoned( ) � �- f by: o n at wat-oe d 0/S— 00 R— bczs has been installed In accordance with the ' rovisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built �(�plans relating to application No. 3 dated 3)?U I O ) Approved Design Flow-..(2&(gpd) Installer Designer: Inspector ZftlDate A The issuance of this certificate shall not be construed as guarantee that the system will function as de igned. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 --- No. �- /� THE COMMONWEALTH OF MASSACHUSETTS FEE U� �o��+1EGti1�I-G BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( Repair ( ) Upgrade ( ) Abandon ( ) an individual ewage 1�0_ disposal system at V� 40A a-C 0)1S- obe:CD as described I in the application for Disposal System Construction Permit No. c-XJC:>) —1�'� dated �3 Provided: Construction shall e completed within three years of the date of this permit. All Iocal=ions7t be met. Date Board of Health FORM 2 - DSCP DEP APPROVED FORM 5/96 f, ` FORM)l1255 (REV 5/96) H&W Homs&WARREN TM PUBLISHERS - BOSTON k A-4, A W, V� E T LOC ZW� .' IM SEWAGE # 7 VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONENO SEPTIC TANK CAPACITY LEM LEP CHING FACILITY pe COXYTIPe' {size). Oil NO.OF BEDROOMS BUILDER-OR OWNER, lut sowl wtvvAiRn ?E DXT8 � COMPLIANCE:DATE 'Separation Distance Between the: M:aximum:Adjusted,Qfoun wa Groundwater Table to the Boon. 0f Leaching Pfivate-wht&Supply Well and Leaching Facility any wells exist: feet o ea :Feet 6 or withij�:2 on sit* I hi facility) n g Edge of Wetland and Leaciiih F g:.acility'(Ifany we Iu- &eyjs:t.-:� ility) Feet -lJac within 300 feet ofeaching s( qd'V, Lrnisfied byall . r q r9: q o co (00 'Sod d N CP.0 CA W 1� aA-d rCj ()0g_Oos MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit MAScheck Software Version 2..01 • � Checked b Dat Y/ e 1 CITY. Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 3-6-2001 DATE OF PLANS: 02/15/01 TITLE: 00303 PROJECT INFORMATION: CUSTOM COLONIAL COMPANY INFORMATION: WESTCHESTER MODULAR HOMES COMPLIANCE: PASSES Required Up. = 455 Your Home = 361 Area or Cavity Cont. Glazing/Door Per-meter R-Value R-Value U-Value UP CEILINGS: Raised Truss 1273 ?8.0 0.0 -------3�-- WkLLS: Woo3 Fame, 16" O.C. 2£88 15.0 0.0 1£2 GLAZING: Windows or Doors 258 0.40D 103 DOORS _0 0.066 3 FLOORS: Over Unconditioned Space 1273 19.0 0.0 60 ------------------------------------------------ COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this builning, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found i in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 1255. of the design load as specified in Sections 7800MR 1310 and J4.4. Builder/Designer. Date d^ I i AP RUVk'_LIWTcD TO FACTaRI`Bl't'LT FC_,tC)N"' I r,•.'''• _ `��1SL1SfiiftftPr� • '',; - - -.l)U i .Rt Kam`/ ��t�1 L✓�'� r. ! Date: 06-Mar-D1 Mfg: Westchester Modular domes, Inc. By: J.BABINEC Model: CUSTOM COLONIAL 1 Job No. : 003D3 Watts or Air Conditioning (100% Volt-Amps P) NA Central Electric Space Heating [ NA x 0.65 )* p Less than 4 separately controlled electric space heating units I NA x. 0.65 ) p Four or more separately controlled electric space heating units [ NP. x 0.40 J 0 i * Use the larger of the air conditioning load or ! the diversified demand of the heating load. Other Loads: Watts or Circuit wire Volt-Amps Ampacity Size General lighting [ 2545 SF ,r. 3 J 7635 15P. 34-2 Small appliances ( 6 a 150D J 9000 20A 32-2 i Furnace NA NA NA j Dryer 5520 30A 10-3 i Water heater** 4500 25P., 10-2 Range (at nameplate rating) 8000 40A 8-3 i t - j SUBTOTAL= 34755 First 10 XW of other loads @ 100% 10000 Remainder of other loads @ 40% ( 24755 x 0.40 ) 9902 i Heat (Above) 0 Total Calculated Load 19902 Required Service size: 19902 / 240 Installed Panel Size: 200 Amps •**By Builder Above only for Calculation purposes �� r _ Rev. -3/28/88- a em APPROVES Form/63 R-45 i )S �uJt;-,P-D�o la j rAautL" PORT1O ti lfiS:� Heat Loss Calculations 00303-HL.xls 3/6/01 - 1:24 PM Column A Column B Column C Column D Column E Column F Column G Column H F P LIV RM DIN RM KIT/BRKFST BDRM 5 DEN GBATH 1 MSTR BATH GBATH 2 Height - A A 8 B 8 B 8 B 8 B 8 B 8 B 8 B 8 B Length C G 25.7 T 15 T 22.3 T 15 T 12.2 T 7.2 T 6.7 T 7.1 T _ Width T E 13 U 13 U 13 U 11.1 U 13 U 9.7 U 9.7 U 9.7 U Length Exposed Wall O N 3B.7 H 28 H 35.3 H 26.1 H 12.2 H 7.2 H 6.7 H 7.1 H Wdw & Dr Area -Glass R O 41.2 30.9 22.6 24.1 20.2 5.08 5.09 5.09 ' Wall Constr Uo 4.50 1 310 1395 224 100E 282 1269 209 941 98 441 58 261 54 243 57 257. Type of Glass Ug 22.50 1 41.2 927 30.9 695 22.6 509 24.1 542 20.2 455 5'.OB 114 5.09 11.5 5.09 115 _ Ceiling Constr Uo 2.34 2 0 0 0 167 391 159 372 70 164 0 69 161 Floor Constr Uo 4.23 - 2 334 1413 195 825 290 1227 0 0 _ 0 65 275 0 Door Opening 5.94 1 20 119 0 0 20 119 0 0 0 0 0 0 0 0 0 0 One Wall (W/Glass) 1.08 3 0 0 0 0 1269 1371 559 604 520 562 551 595 Two Walla 1.62 3 2673 4330 1560 2527 2319 3757 1332 2158 0 0 0 0 Three Walls or Foyer 2.16 3 0 0 0 0 0 0 0 0 Total BTUH B184 5055 6881 4032 2639 1143 1195 1128 Column I - Column J Column K Column L Room Name F P MSTR BR BDRM 2 BDRM 3 BDRM 4 BTUH BTUH BTUH Watts Watt Watts Height A A 8 B 8 B 8 B 8 B Col. Actual Lgth Used Actual Lgt-h Used _ Length C G 15 T 15.1 T 13.6 T 14.4 T A 9002 15 9300 2640 11 2750 Width T E 13 U 13 U 13 U 13 U B 5561 9 5580 1631 7 1750 Length Exposed Wall O N 28 H 28.1 H 26.6 H 27.4 H C 7569 13 8060 2220 9 2250 Wdw & Dr Glass Area R O 27.5 27.5 27.5 24.1 D 4435 8 4960 1301 6 1500 Wall Constr Uo 4.50 1 224 1008 225 1013 213 959 219 986 E 2903 5 3100 851 4 1000 Type of Glass Ug 22.50 1 27.5 619 27.5 619 27.5 619 24.1 542 F .1257 3 1860 369 2 500 ' Ceiling Constr Uo 2.34 2 0 196 459 177 414 187 438 G 1315 3 1860 386 2 500 Floor Constr Uo 4.23 2 195 825 0 0 0 H 1241 3 1860 364 2 500 Door Opening 5.94 1 0 0 0 0 0 0 0 0 I 5477 9 55BO -1606 - 7 1750 , ,One Wall• (W/Glass) 1.08 3 .0 0 0 0 J 5097 9 5580 1495 6 1500 Two Walls 1.62 3 1560 2527 1570 2543 1414 2291 1498 2427 K 4711 8 4960 1382 6 1500 Three Walls or Foyer 2.16 3 0 0 .0 0 L 4832 8 4960 1417 6 1500 Total BTUH 4979 4634 4283 4393 TL BTU 53400 93 57660 15662 68 17000 c t v"; i . - MAR 1 2 1001 ,A?. rtii n nhhlzov nl_�uv;l��o Tlorl ,� ,<:�-� Fn�,T_ORY�U.�Lf 1 UR � ( .rrra n•.,.Hiss BUILDING INFORMATION R V LQPE THERMALEXTERIOMODEL: Cus=rot� Gpota�AL — 00303 SPECIAL USE PROVISIONS PERFORMAU VALUES PROJECT SITE: �T• CONDITIONS OR LIMITATIONS - ; BUILDER PURCHASER: Vpcz►ES BUILDING. MAY NOT BE LOCATED WITHIN FIRE LIMITS TURNKEY: '-JAvw5s 1jsE aTT'AGI-�6D MQ��EGK USE GROUP: R4 6'-0" MINIMUM CODE REQUIRED . w���F�n� SETBACK FROM 'LOT LINES B F CONSTRUCTION TYPE. EXTERIOR WALL / �I Fl—t Floor =MIS sF Total =254� SF' 0 HOUR AREA: Second Floor =lt, sf SHALL BE RESPONSIBLE FOR 3 6$y8. *Meets MA Coat e;,u0+ �S.n6 VOLUME: (182 Fwif)for=mtr=Ucn 2-trd . HOUSE LOCATION ON LOT i BUILDING HEIGHT: Z4'-0-5/01, NUMBER OF STORIES: 2 HEATING SYSTEM TYPE: 11 ,or =7 DESIGN OCCUPANCY LOAD: 2nd Floor FORCED HOT WATER BASEBOARD \�4 SPECIAL SYSTEMS FIRE ALARM Pi OTO E .GiRIG HEATING SYSTEM FUEL: SYSTEM TYPE: SMOKE DETECTORS) SHALL BE THE. RESPONSIBILITY i OF BOIL-D -R/PURCHA'S -R FIRE SUPPRESSION Nq CHIMNEY TABLE OF , CONTENTS A l R AS-10N SYSTEM TYPE: HEATING SYSTEM p-V-0 . oz o, tiz-z+-� 0 R VENT TYPE: ,. Ei M-noNs . , ,z v aZ-i OTHER: NA z FOUNDATION FAN IZ-zt o0 oy�I 3A.FIRST FLOOR f",N SHALL BE THE RESPONSIBILITY 3a.SEcoND FLOO:± PLAN. DESIGN LIVE L0ADS— (PSF� �O� - sEc�aN OF BUILDER/PURCHASER SA.FIRST FLOOR PLUMSwG PLAN �,=_,s-o, WALL: 25 58.SECOND FLOOR PLUMBING PLAN 6A_FIRsT FLOOR ELECTRICAL PLAN . FLOOR: 1st = 40 2nd 30 THD P IRARTY INFORMATIONAP K•••,m ci rxR Encc-rz�cet PAaN Dz-ss=or ROOF: 40 PFS Corp. 7C FlRST FLOOR HEATING PLAN. FHW CORRIDORS: NA 401 S. Market Street 7D.SECOND FLOOR HEATING PLAN Flaw _so, 1 7 8 1 5 6 STANDARD NOTES & DETAILS r STAIRS: 100 Bloomsburg, PA, ,Z A + COvER SHEET 1 BALCONIES NA TPIA #2,o4 / /o►OTHER: NA PRO RYBUILTVAL Llll}�p FACTOPOR MA I Ae� LocnnoNs PFSURPOfi WON Est;FrR Dry cox 3 ZW1 E. twr H 1 COVER, S � ,b, uoscr a�+s .ro. rd :wit°.Boxa :d ,� cF �chester:Modular $ores Inc .FlR ..... . I « _ t . .:.au y�� {zireT.Pia. Under.kitahm s x - Ma fac V-i .mil^. - - '[�-•?�-_•.- �•..: r, :•..:.�/ .._ }r 0 .;. ,1LJJY a<- • - r a Erx — Mt•rtu actzi .v . � C�1.1. �-.' - -'. ,. . .s, - ,-•s..._ as.� - 6E - rer; .� 9h "�``b =,:._ "' FPO __ liO rV^?y. Date ... �/� . 7.7 - ;,•- :... ,; - - _.. ,.., -- - t,side -yytto. '.w.:: �: .S.t -z.... :::. :. ..', •.- >?* +.�a-s•uu•�r„ x.•;_- � .sink'on ngt, df- ... it oer A OVERHANG DIMENSION (*) ROCF PITCH HOUSE WIDTH 24'-0' 26'-O' 30'-O 27'-8' 1'-8- 5/12 16' 11" 16" }7/12 16" 11" 16 U 9/12 12- 11" 12' z 12 12 8 3 4- 8 3 4" 8 3/4' - a NOTE _ __ WINDOW GRILLE PATTERNS SHOWN ARE FOR ANDERSEN WINDOWS z GRLL.LE PATTERNS FOR OTHER MANUFACTURERS MAY BE OIFFERENT. 0 = - : Ld z_ _= C a n 00 ] illsFNIF I is �-I Lu � o:a C1 bu %n 'i- z -r ZIP ® wa } __I tea' Q,.4 l�F,TH PORCH BY B/P `ti '�nrnrrmm,•a"```` CIO O F O W I NFR IN go C G � 00 _O u 3 r m a�> } ALL ii S.- BE ^ DESIGNED. SUPPLIED AND INSTALLED BY B/P a FRONT ELEVATION - i v SCALE: 1/4"=1'-0 c < 3 au,uemc� 12 m �8 0 "� NTH ® F- ® ® ® w `� �a > �Mr In < �Lij �g ZN:. RIGH E VATfON LEFT.ELEVATION ..�..:_ I REAR: SCALE: .1/$�=1'-0 SCALU Ld o mN- - SCALE. ..1 LI o a 46'-0' } c Z -_- _ I I FOUNDATION WALL Z -R: 1 FOOTING _ I 1 N MBA% _I SPAN =1'r_N COLUMNS -G 12* a 72'-0' C Q 0 a o — T F "I r-�-� r- -T I r- m I I I I I I N ! I I I �0�• 1 1. �t�7 I I I I I -'-:, �� L L__-J �cc� IALLY COLUMN I Ltd - - - TIC• COLUMN FOOTING i co O 0 �yO� "'.! UP O o - STAIRS DESIGNED h O ! I CONSTRUCTED BY B/P SUPPLIED BY WMH ! INSTALLED BY B/P o I I J t»w Y Q Eye oo 0 b ¢ }� � _p Q�cN H N U 3 o� � M LLI t�- (n O O L_ ~ �Q ®® _ o AA . Q Q�z o .. - ... Q _ OAll Z = MWCN235 MW2-3046 MW2432 - Z r I 1 2 1 swum MW3032°" �J ;gm BRKFST RM 10'-3 1/2" x 13'-0 1/2" IN/ISTR BDRIM a I i R11 15'-0"" x 13'-0 1/_" I INSJUTION 'I13A: 24' x 24'CNAS_ CIO CHEND2 1�-0 1/2" rn x 5 i/?'MICROl3M -C.`-.111NG [2 xo"SPF-12 CEI G BF40 F5 �y.C_' ��1r�•',`�"r"rrrry. D16 D26 - Q Ix 5�.3smE —C -'3 LINEN ;DN -------- LLJ O LIVING RM LIP; DINING RM 23'-3" x 1 3'-0 1/2" 15'-0" x 13'-0 1/2" Q ® N MW3046 MW3046 MW3046 MW3046 m DX30 0 4'_p^ �V- " I ��-4- 6'-8" �, 4'-0" I J V v PORCH c) 5Y B/P W _j 3 czr 00 g _� ZE a 5. O(D N M < U-1 0 � p � s U) d c Op Q O Qc ®� LIGHT & VENTILATION SCHEDULE (SF). o 0o� G~ Zm3 .�L ®® ROOM AREA LIGHT.SUPPLIED VENT SUPPLIED Q ¢03 Z. O orna VING RM 303 41.2 22.92 Z �N'In ITCHEN 160 F¢- 4Kf ST RM. 134 - 20.6 z>s t1 46 N IT 196 = 30.9 1719r. Z == Q �J� M W2432 M W2432 z MW3046 O O i 9KK. MW3046 LV! /sm BEDROOM 4 O 0 BEDROOM 5 }� 12'-0' x 13'-0 1/2" O I , 12'-8" x 1�-0 1/2'ul F- n m i D24 024 I o a o O , m m I n I jI I > > 1 N O W ® W 3 C I n- n n 2a" 2<.. g h- �- CFiASc I 026 D26 y° r7.QC AC� ,p 00 154 ]a S�/2"I N m [2]1 I/2"x 'I ICROIAM- �06*----- (2 2x6 SPF#2-ROOF D26 "s"SEA N ON 6 I W �} c rL Y¢z W N I O i n Z o I 3 O "Y.I G G BEDROOM 3 DEN I. BEDROOM 2 O 12'-2 1/2" x 13'-0 1/2" 10'-11' x 13'-0 1/2' j 12'-7 1/2' x 13'-0 1/2" Q - N MW3046 MW3046 I AiW1846 MW3046 MW18 I MW3046 MW3046 v-c o7 - I 4. 0" 6. 8' I j 2. 4'. 12'-4' 6'-8' 4'-0' co r cn i Y Y� C a C x CD O''O Q OI W 4WWA11 U 5 Zp �.. J Sc� O J OoN C 1.�Q...L °o Ill p o GJ an 0 z 0 �MN F_ �Q �� ®®0 w z F- LIGHT &•VENTILATION SCHEDULE (sF) . zoo LLJ ®® ROOM AREA UGHT SUPPUED. VENT SUPPUED Q ¢co Z 0 ornQ DRM 2 165 27.5 15.31 Z or_,C4 tn ORM 3 159 27.5: . .z 15 3i `¢ � DRM'4 -_156 u. o Ld DRM 51 165 - 24.1' 13."43' 3: - I } U _ Ld C7 = CONT RIDGE VENT 18 IN VLF - = ?- ROOF PITCH MAY VARY -- Scc ELEVATION DWG -1 TYP ROOF O 12 218# SELF-SEAUNG FIBERGLASS SHINGLES - OVER 15,4 ROOFING ~`LT PRE ENGINERED & C•VER 5/3" AGENCY RATED SHEA ri!NG - CERTIFIED ROOF TRUSS DESIGN S V1 A LAYER OF SITUTI-!ANE Z _ A LAYER OF BITUTAHANE IS APPLIED CONTINUOUSLY AIR SAf-,= B'i WMH TO EAVES FOR iCE SHIELD >- THIS ATTIC SPACE I- ---'3 !NSULATION W VAPOR BARRIER IS DESIGNED SU2 CCiA x -. - FOR LIGHT STORAGE / Q X ALUMN FAS=!A -T? EX-=102 W-1 `\ [2 2zc S?F y-:j•TOE =LA,cS i `ALUMN nv.-iT 1J.- IN-/FT_v=N. I- _x5 SPF ,c 16'• CC STt,'CS 2x6 = SOL PL41c I/2" G152 INT JCR S;DE' ill R19 INSULATION W/VAPOR BARRIER _ (STA?L`1 TC STUDS 0 7" D.C. - MA only \ TYP INTERIOR, WALL - _i/2" A�NCY Rai_D SHT. EXI_YL SIDE .� " _- .. . � � 2x4 SPF ..g TOP FL4-S -_- -- ?,•.':., VINYL SIDING [-1 -- AIR INF?L�APCN 6YR.4? 2x4 SPF oS d1 c" Or, STUDS ¢ _-- •��;:_ >' 2x4 SPF#3 SOLE PLATE 2x10 SPF ®16' OC FFF JST j 1/2 G'AB BOTr' SIDES 4 I• I` _2 — jPA,-, ( � X I: .US: 5 /l, 1a1[21 2x3 S?F ,y,•3 TOP PLATES 2xj SPF §3 ® 16' O.C..AGENCY R.QI SHT AT MAT.SIDE1/2" GWZ INTE IOR SIDE " ' `\ I col 2x3 SPF R3 SOLE.PLSTE , CID"�dY TFr3 AGENCY RAitD SHTG.2x5(jURRLIED & INSTAx19 FIBERGLASS INSULATIONCOM?LY W/ENERGY' CvDETA.LLrn B, B/P Y�/VaPOP �IRIER TO 'iiARM SIDE) _ \__' `LL'j .� OD m� ,sAr y _ co SEE STANDARD NOTES & DETAILS - DWG R SUPPORTS - •x[V �& STAIRS Y W m 2Y B/cam w O =•m< zv L m �qa 3 Q a WF ow .off RCN Q N b I-- d LJ c Q U 4y N q C o V) Ld M Q O 0 ®®. W_ ry Z v. ®® U U . -�C3 r , Q �. /"h - Z _ CWD u c _ SUPPLIES 1 1/2w TO 2ND FL - D FROM MD FL I e U z2 L- J_ 2w TO 2NIIsl --- -- d °W 1BRKFST RM 2•FV TDB/s,,. KIT DK I 1 1/2-D M S TR B D R M 1 t/2w I i t/2w 30 }. I a LAv � I i t/2 D I _� 'v IL I I I KITCHEN s r a =c n - - ------- -------- --------- Oc ±OLL I 6n. � 1 0 � � W c� o LIVING RM DINING RM OO O Y S J "<� 2w TO 2ND Fl.. 3'D FROM 2ND FL Q C�`N YO w Q- C O �^ �- 2 t 1/2 V TO 2ND FL N co 1 G y X t> KIT m Is-Hi I< Q C a /2 D TUB r10 WC LAV Si K D& C Ad }� 1 OW \^ I 1YP CD ¢ Cn KIT SINK \ I I 1 I F- O \ FL I I I I N%2 1 ro 1 I I I I I I Lo O FE d C off_ DWV DIAGRAM \�� o �< ol-- AA VIEW 'A' - NTs SUPPLY DIAGRAM z � D = DRAIN= VENT VIEW 'A' - NTS, z o zmmv ®® FV = FUTURE VENT •-----• DRAIN BY, BP FL FLOOR LINE Q ¢03 z o arna' SP = STAND PIPE DRAIN BY WMH ¢ = 1/2" SHUT OFF VALVE z m N U) DW =,OISH.WASHER .FBC/P_N=F...I,BEtUDILDCEORN%P.URCHN. SER VENT,BY.BP- COLD WC AWATER;CLOSET H -BY•BP o. uNECTIOA w 46•_a- _ U - - YD TO 1ST FL t 1/2"V FROM 1ST FL LAV I LAV W 1 1/2"D ( i 1 1/2"V 5M 'V Y FRO i5T FL i t/z"V U7 BEDROOM 5 z �^t 1 TUB/SH TUB BEDROOM I i t/2"D /SH BE wC 1 1/2"D I j I1 1 D V 1 1/2 1 1 2-V I /2"V 1 i t 1 LAVlAV I IL 1 i t/2"D 1 1/2'0 1 O 1 1 1/2"V 1 1/2"V e D _ i i I MO BEDROOM. 3 ; DEN BEDROOM 2 O a 1 O 1 � o J ti<w uj j a rna as ,y o O O 1 1/2"V FROM ? W « 1 1 1/2ro 'o - J ca�? SU a- Q7 c I 1ST FL LAV CN O WC W O V c 3D� r7 O � mo� Z LAV LAV 4YC TUB SHO LAV LAV WC TUBSHO Q O "�1~ a C-M, ®® _ I 1 0 W h O IS 1/2 TUB/SHO 3 D FL T TOO T'YP 1 1/2-0 LAV 2"V FROM (r 0 1ST FL FL 1-- -1- - -J-- --i - -- -1- --J 1�7 . i/2ro LAV 1 r---- - - ¢ Q co Z W� 1 1/2ro 1 in rn 4. z xN(N 3'D 13/4 ~ 4 T1P W _ .. _ W U =- Z - Ld _ S BY bp _ Q _ - d1h Z _ �l FLom c 0 - a ®' LLI BRKFST RM MS T R BDRM' Z - i t.3 6 I F 0WW6 g00Y A _ FlXNR��Al 80 r . s Q p_ Pg , a 7 7 p 6 „ 6 KITCHEN _ s To�:B s� �m� P7 oa P_Ow D ` :rr0 FL s0 . 3 YRI/Y1r _ LUCN - - - --- - ---i Q 9 ------ --------- py 6 ro n I V Li tt I i ��nnrrrnmu,nu'<� CrD 9r r LIVING RM � D G ARM 10 O 1C ^9���0005 T L V%11GH0X0 2]� ==N v / _ tt n w 1 �I �m 3 U C F109 1p l0 ® �t0 � 9eu/:a6� 7 Q NY 1 �J E YM m w L O m7 • w =rn I.I co = L m y -'-'�-` CIRCUIT t7IRcC T ORY Box INO. IAMPIwIREI CIRCUIT 7 CIRCUIT IWIREIAMPI NO.1 C9 O p rov ouF+Jx z�r. 11 1 4Q 10-41 RANGE I KITCHEN COUNT. I12-21 20 1 2 I �lOv OWE rE=+I1_aL- Ji wIR� - C�• v_ x I 1 1 I I I KIT COUN/BRKFST 112-21 20 1 4 w< ucr I 1 '_0 IQ_21 R=FRIG-?ATOP, 1 GL-KIT/3RKFS i 114-2I 15 1 6 _J S o Q I-- __r,I �'JNG u��srz=.i:leour+t� 17 1 15 114-21 GL-MSTR BATH/50Rf4 GL-HALL/SD 114-2 15 1 8 Q C-) 1 9 115 114-21 GL-LIVING RM GL-ENTRY 14-2 15 10 W Q R_�u��r.-�: I I I I 1 11 1 20 112-21 GL-DINING RM I GL-BDRM 2 14-21 15 1 12 1 In th r `_§ 13 1 1 114-21 GL-DEN I GL-SDRId 3 114-21 15 1 to L� tU c _ I;1 1:.115 114-2I GL-90PM 4/G BATH i GL-9D?M 5/G BATH 174-2115 115 1, DISHWASHER 11 -21 20 15 A . SMOKE DETECTORS TO.BE ?HTOELETRIC E " I22-21 3 ' ' o _ �® �w.�Jr,ri t�;.' l-JNC uur 11 H I I 1 1 120 - Lu Q �w u 21 1 I 2- + soxOX 23 I z F- �-`—" MA' 1 24� U U T� 6'1L 2725- '16 oc o, •r— �c 7Jt 23 1. I J0, in rn :, 1''�) -JUST WITCH BOX AND WIRE ONLY `v vt �I uu a-ax a-- 's �.�t- .�-( -�• n;�;. .-max a. ^v,:.! - _ (/7 r 39 I t. I I 40 __ - Lo . 46'-0" z = — u a _ - z \ Q BEDROOM d L g ° ° 0 B DROOM 5 g 1 , I tZ ..1$ 1s i •s 1e m C 17 17 5" g- - e �;�►3'a'adp7�c.%'1 tg sos ro,srFto,.wm g P16 i to m :inoc o 's 13 sit '�-- -- © is I I 12 cit 13 1{ a s I CID 14 1 ` BEDROOM - a 13 DEN 13 _ � BEDROOM 2 13 I Q>Y N Erb O 3� �.y O —N F �U C3 L� *JUST SWITCH, BOX, AND WIRE ONLY Q_y ** BUILDER REQUES.-ED -1 N U) 00 H 0 uj orn¢ 46'-0' = _ U = -Z = C- Q _ RISE&RETURN Fol 9=3580 BTJ\HOE 4 EBRKFST RM / MSTR BDRM zQ a- I c 1 ' I � KITCHEN o z o0 --------Ir--------- _ Ir ul BCIDI O LIVING RM DINING RM O O JZ21�� 14'=8680 M\H - 10'=6200 BTU\H U J v<aO v, 1 Z Erw p W �-- o • W W =z� DO _ap3 C o t-A c� 1l�•,y,� Li O p. U U') C (n O O I-- n< IL LEGEND z _ ,c~n A® ��v � ®• �® THERMOSTAT "-! I"HW BASEBOARD UNR - Q 6 CO Z Elf- n On --ACCESS PANEL IIiRU FLOOR Y ACCESS } U Z W — Q •�c RISE&RETURN ZO - 8'=4980 8N\H O 8•=4960 8N\H BEDROOM f o o 06, Z BEDROOM 5 I I n e I I N I I u�J I I C I I I I O I O C La I I I I I I I I I —— , I I , I I I I 1 i I i �. BEDROOM 3 ; DEN , BEDROOM 2 0 I f I L--- 8'=4960 BN\H 1 — W-3720 9TU\H 2'=1240 8TU\ I e=4960 BTU\H ---� S W il I IE III z yYN co co w LLB Z Of a o a o x G a:- 2 0 ) M LJ LO cli A MA UMv NA .. Q Q co o rnC14¢ iLD AV .._ -. .. _ LLI r�a0%0 0 �41lY t WINDOW SCHEDULE ! �' .} E '1ERIOR DOOR SCHEDULEan .0 •f wi ,. rim LASSIt_TII,hl'IUI'L i s D0013_TYP-6.1 ' idSelkdrJtd - j /•"�3.0 DX28 2'-8 x. 6'-8' INSULATED METAL 9 LIGHT f&'¢vwvlA A 3•o't ,o'', '1 DX L.O 3'-0 x 6'=8" INSULATED METAL a PANEL wko.•7�irC --' - 1� —�iT'1 r Ib •° .q g DX301 3 -O""X' 6' -$" INSULATED METAL 6PANEL+iSLIGHT i . �."•.,t+be-I llgfll oaf, Ll - E'oq X v ,O 6r DX302 3 "O' x 6 �8' INSULATED METAL 6PANEL+2SLIGHT r ;,rpnr ryp p� rj,0 2 X a ,D 6 DXam0 L2 1 0" x 6-8" INSULA•ED ETAL DOUBLE 16LIGI-IT ;y]gn..}dg AIipAM,t1. - 3. O 33�fX Its vS1131( PS-66 3=O�x t3'-9 WOOD SLIDING GLASS DOOR :. 'AGkivli•aA1t 6 Iflii' 10 b, 'tea 5, g & lA 3'-O' ..,.. ' WOOD, SLIDING GLASS DOOR- 'v tsr:a sfpA q 61 b ii]ir Cdl1i! t 1V .I l .y al 9 ] CdIjIRyAn 12, 17 G7 B'• 03 3I >< =(i. a — ADSli1 I - (A 0� • (I,OIa 5 4Y 7 4o I 5.2 3.10 ITY4''x 95' 3.IB SF IG5 VaicTl6i l ,hlk+k aV W o 53'/1'?% 'a 5 '/c"• G,0 Slsf G?salatLt MtW C� r,;.V WooD t .5 G. G ' tG'la»k i..Ik/atse<:':aV-WOOD: 1I. r1 6.77 $i2iMdlYtBl' "A+Va;;aV.W00D 5.2 3.20 75 z/q"> li'%C'• 3.15 sF 1.321xdala t`ultAaa: ODD ' }.0 4•I} 9�%4" x 171e,e"• H•J7Gf r.S.G!aiirdrb .'t' �'.=WOOD 3,2 i•So- 3)Y1'k 7l ' Ic'• 3.AG 1. .1;' --- ;:,, '^ � FLOOR PLAN NOTES •,1 ulstl�yi >:�+''" 7. All Interior and exterior Handralls and/or tielSlOCatip a pie deslgn4ted by: Guardrails are Installed by Builder/Purchaser. a �Asa 6 rd 5. Attic Access(es) on Cape Models are to be l51;1 St,to' a e•Is1`s done on site by Builder Purchaser. ®Third P"�'rtyhlnspectlon Agency �rl1�lt]Dd��b Plae1�1),r alilmu gh 1 pf'egrese window sills 6. If applied, any part to be finished by builder a Finished Floor on site, shoil.be In compliance with all t' (spat,;;c of building code requirements and efr;,o or er selection' .form for specific under Jurisdiction of the local building aphis Epp jpgp�eWlratedl house,qt 50 CFM. Inspector: ( garage, additiane, porch, etc ) �1`'�tI 4f ' SUPPLY NOTES DWV NOTES darlolel are�•l,ye" l oo'Per^nd land Arse solder, 1.Materiala.are PVC.schedule 40, '4d" 2.Drainage and Vent piping shall be secure) g Its[supply hill b eeo'lliely,'altcphad to the building fled no y attached to the h,dlnln safer a cell a Weanr<suppart Inlarvale Than spacltlad t at no greater support Intervals than epoolllod. y♦Fill art al P Pa at�ra i 13 v." - Horizontal pipe at 4'-a" for 02"or larger . jVarllea 1p&a each ploryt; Horizontal pipe'at S-W for 01 1/2" or smaller 1 " ifed gnd.tnelalled by a/P. titer;hedlir la be a pp... Vertical pipe of 4'-0", Ilaeuppty alubhed.lhro,igh tha flrat floor. apply dlnes belovl tihratyfldor;euppligd,and Installed by B/P. 3. All drainage connections horizontal to horizontal and vertical to V h'ot-woler IIeq In unhb&fddi 0 aoee,shall be Insulated by B/P. horizontal are long sweep or double 45 fitting.. 11 h4r�IA cr�ihoWpte��to?,be supplied with coil-soots vulvae II d4Vlseq Inelalled�..�.Ithfself.}"closing%vulvae(i.e.wnsher,dlahwasher) 4,Horizontal vent pipe connections to verllcol vent branch or eiack hogehavq a viateripd, aria akin devJoe on the suppply line ehdll odcur at least 6"above the floor rim of the highest flxture uppIledSaOd�Inglelled;rbyon ell0.M accordance wll11 all served by the horizontal vent. 'to tetandeiodol applies gle 00dee Jlrflxturspuppty 1lnael/2"•diameter shall have Individual thu►yotfyyd�ae' aiv� i > �- ELECTRICAL NOTES — ttw{9, Trr 10,Door bell button al spilt softy front daore shall be installed by B/P Elect]1.1(p$ndl}�O�rcled''200,ampe. 11,One(11 ON circuit stall be Installed In basement by 0/P: 'Non-malolllo eh9alNad%oable.16.typo NM-B. I.A iclothes washer circuit'shall be installed In basement by B/P It washer location Is not Incorporated itWaeEera'1 in'slaA wlth';Ina4Iotad&topics, :Into house. IElsalrlo'fsa1% --pIt Vlbe;grsunded by D/P In compliance with NEC, &tale and loos codes. IEllleelea,86, Vdgteponanl&;shsll be listed and/or tansies by a nallonolly recognized Jesting lab and 13,Rsoeplaalee shall not he Installed directly over electric board healers. ehalbba(IMt8llddtVl(paogrdonoe'wllh bra 'monuloclurer Instructions and l000llone/use Inalmctlens. 14.cl bloats a alame�alaolrlo baseboard hectare dre only In:' In Panels of houses with eleolrla . EI&stile'jpo'n'd ihollibe!.Iccaled.and mounted In basement by B/P,anises noted alherwleo• ct rElleeMso'Idirioonngot)ahg14,6e,lnelsipd of a readily aoceeelbie location nearest the point of 16. Smoke detectors are Interconnected and Installed on a lighting circuit with no Intervening switches on thgt circuit, ealranoa of,thOjeerNas,00nduetare::.. te.S�taka detectors shall have a battery back-up power source. Tsepholie kind[lgleNeionlpabla{Options run to the eleolrla panel loaollon. 17,Bdeement smoke detectors are supplied by WMH and Installed by B/P. Daor�bsll Its&I shall�ba oonnagled In basement py B/P. al' !u HEATING NOTES FHW — HEATING NOTES blpulllolddOgkI.-d" PPtlnq olroulle ars'20 Amp,220'Volle with 12-2 non-metallic ehealhed sable 2.First Basefloorbaseboard unite are Installs wllhs are booed on 190'F rhaollnp pipes et hgederature at I Mlhru Ioor S flow rate leoondth •flaorahaoting PI so tYpe}NIA+B, isle?-°=` ": between baseboard unite are installed In floor and/or wail panels.B/P is reeponelble for interconnection 1 Mgzlmdtlljw I.go pei,ohoull'eha11 be'3760 Waite. between modules and floors,Balance of healing system In to be designed,supplied and Installed by B/P, b OaeOBoor.e�of0�Otedfp1,260,watts per linear fool, 3. All heating pipes In unhealed spaces shall hs Ineulsted by B/P. 4,,Mlr,bnuml<thellrii9�tOtjrang&Is-46'.to 75'F. 1 ei:Oenergl 9gNtliip raoepta ee&shall not be located above else lrla baseboard Itsaling unite. 6.Access panel:are afor athe Builder/Purchaser to use In the Interconnection of Jhe backing system.These ' '�'1''t;1 panels may ba permapenily attached and finished over by B/P after heoting system Is complalad r1-- NOTI__S -PERIMETER BEAM (2] 2x10 SPF 112 TOP OF Fan,weu -j h Thsaoailppolahl;Panl1&,prgvldsd•fsr found&lion seatgfi parameters EACH MODULE k! w 'only:''Dapple.�ey(oundolbn:englneedng posed on e,revilo site 1 oondllipnq gpPllooblsjlooatiand sill&oodea to ba reviewed and 2x8 SILL PLATE m - gppreWBl�yg,orreglslered,:orfhllaot.or.engineer In.lhe.elate of hou&s.(deelg uton,fPPG'b!a'�2+:: o�N ' 2,;rThalpNV.argrghg&er�;&hu11,6e reeponelbls for desiggn,opnehuotlon --FDTN WALL tit n v andtoodegpgpn,pltapoe bf<sll.foundalkn elements 9,energy `but not IImIGdAlslAe glurgijl!plumbing;.elaolrloOl,healing,energy LALLY COLUMN-- t� gonaellinu n atdrllrs EEapparalton: COLUMN FTG J AllpbrlBm Oro aolmg,elzs ahsl be great x 2'-e"x t0" deep. d Canarola V rengtyry'rehall:be:5000 pal pr graolsr, TOP of astir su& LollyEobl ri&ffi ibe,minlmum aJ 1/2"steal pipe, 01/2" BOLT &NUT a F&uildatlon4aAlcehsll,¢pe.prs&ervallve treated lumdggr(supplied &WASHER 032"OC and;Inslolledlby(B�ptPdor.to house delivery and sell,Thera shall `-FDTN FTC be-.60''protnlelgn 0.6.top &f sill plates. STEEL PLATE(BwB)$LAA BOLTS BY B/P. -LALLY.COLUMN I.IDMEOWI9ER,. SERIAL lln: PE. RA ll illtD PARTY INSPECTION AGENCY ..11•r� J�� �__-______ rt9µr:p: M,6Gl61, IV�,.P11 LB(L �/rJ303 ------ 1� 3/ APPROVAL LIMITED TO _ R"'�yy r1 SISG 1:8411!!!<TI9N_No,, FACTORY BUILT PORTION �T�1:;^Z�tv:,P.OViG l'3l7 V�Ng n,Lp TZoAD wuop i _ , . pWl/�a,Ma t7z'S�3 Gor,vT rAA 01 l�OtlFRbq ;... ,• RECISION DATE -- MAR 1 g 2O ,'TAND�,RD 'NOTE'S T w -._rd�f•ItOUuP a 'R D l �r y ,v�3HOFT r, ..t ..�,� 1�`� "A T �`��-', Tenn 1.z znol STEP PADEt;;,,•;y a Rv'„ q } } Y rt yy� -" AFi4tavrl. +,dE,,To '" ! WUSIC�eSIPI Modular I•Iomn If1C 1HF01 DATE t - pACioNYP__ -pOHnor 4 �®� 30 Realians Mill Road,Wingduln l aW York, 12594 cf1ANl ills 1,•lYayy,;®� Tel (9 t A)832-0400 Fax �914)832-6608 v Town of Barnstable P# _q Department of Health,Safety,and Environmental Services �"Im ' Public Health Division Date o� 367 Main Street,Hyannis MA 02601 BARNIMABLK lev .rn Date Scheduled 1' Ttme Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By:!CUA) 6r0 d,V Witnessed By: b-6,V )4 /d I LQ ]AmTIONf& GENERAL:INFORMAT�jI"ON LocatZ dress_ V,AjeY0rj '•l— Q4 &er'sName )c,q�ty/ W.Mop-&/If- C- Xddress �iCl� I�� 130 SC1,ueJGal1C Assessor's Map/Parse!: /k IS'Rik 8'Wf S Engineer's Name 6rA-F e—,u&tv,0P— "1. 1 Bri" 6m,c( J ; NEW CONSTRUCTION i� REPAIR Telephone# —�Z� I J r Land Use m�e SiGe I tLi Slopes(%) Sd16 Surface Stones Distances from: Open Water Body ft Possible Wet Area>100 ft Drinking Water Well 7f 06 ft 1 Drainage Way ft Property Line 75 ft Other ft SKETCH: (Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) y VIA)PYARD Parent material(geologic) Depth to Bedrock Depth to Groundwater: Standing Water in Hole: _/(JONt✓ Weeping from Pit Face /U0A)0, Estimated Seasonal High Groundwater be5(w t✓ 1204 DETNA`I't01[EOI SEASfJi`vYA ,HYH'U'ti'�'ETAIiE Method Used: Depth Observed standing in obs.hole: tt%/,*,(6 r(?A` in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment tt, Index Well# ___ _..._ Reading Date:,____._ Index We]I level..,___ Adj.factor- Adj.Groundwater Level PERCOLATION TEST.:::>:< ::ate< ::: >: :::::::I e Observation Hole# Time at 9" Depth of Perc Y L Time at 6" Start Pre-soak Time @ /0!vo Time(9"-6") End Pre-soak us Rate Min./Inch Z Site Suitability Assessment: Site Passed_ S. Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant DEEP OBSERVATION HOLE LQG Mole# / Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistencv-%Gravel) RSL io e 3lZ P-�fS u(116 C, M-C- S"j 219y6 f q Loose DEEP OBSERVATION HOLE LOGIoie#: .�.. Depth from Soil Horizon Soil Texture Soil Color Soil I Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Co sistenc %Gravel y A- F-64- IO R 312- 2oor S ► PICOh5 t wk-t.5ao �• Lase DEEP OBSERVATION HOQ LOG Hpae Depth from Soil Horizon Soil Texture Soil Color Soil Otlier Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Con i tenc ° Gravel DEEP OBSERVATION HOLE LOG Ilbls .. . � Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.Yq Gravel Flood Insurance Rate Mao: Above 500 year flood boundary No_ Yes Within 500 year boundary No_ Yes Within 100 year flood boundary No_ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? CAE_S If not,what is the depth of naturally occurring pervious material? Certification I certify that on 11191 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. " gryattAre_� e• ,� Date 1,L -L► ee 3 -..' w• -.tmu.mem.;-wew_.r-ee.x�mmm.-uraavamix,.�m•a>-+�.eenm.>,--a.e...,.rrzm�-s.-+ma.,ssrnm.-my-�.-eezcm;-�-.vavr.�_h ,. ..uman-.-n.ev.xr•.man..ae.---art.erv.vna_r,..«r. nx rv..._.. n,n rr.ren wr.., r.n.. .... .. , ,.. ..n �j d- 7 ��'���gpgpgp tlfryC ��� 9-13 ----------- or l ) t ivi ��° Ke o le, 1/27/2017 basement plans.JPG(3229x2479) I �f rda .ern _'wro:ic ✓to Y4 1 �� UNCAiION WAL J µ` �•=JOi:NG NO � 1 d I I v Tcv MAXIMUM SPAN EE"RVEEN COLUMNS TI TI I ' i5'-3 t/ —LAILY COLUMN CGLUMN FOO_nNG �--=— R -UP I u.'-:_1' 3/P c6PPUE0 13Y WMH .. t INSyzI o EY 8/P l https://connect.xfinity.com/appsuitelapi/mai l/basem ent°/`20plans.J PG?action=attachment&folder=default0%2FIN BOX&id=132134&attachment=2&user=2&conte... 1/1 J MWCV235 Ry(1+2-ate U''W2432 .3032 7CAR(i aw ors Im .f�1�7 :9 l ft�/ ? 0 MSTR BDRM 4K I qf, LAT[0N' to j 24" x i4 coo e. CH?kS Q U, KITCHEN. 31, j2'-3`• x 1,3x'-0 1/27 BF40 C� { � F50 Z all MICROLaAI — C~ILtNfr L��2i3�.+..5ti •5Pf'r3 7�3 ON NEN iff GV: tD i i Q I cv r� �. °` 1J. UP.� DINIIiG RM P x 13'--;0 .1/2 T-4' csF MW304E8 UW3046 MW3046 iMW3046 '4" V-.8 1.2'- BY 2I I . Itdalv2432 futiN2432 wtn: M�Hi MW3046 � z is's is' ik S `_'' w/9 �` w/sn _ -BED Rf-QOM! .4 BEDROOM 5 1 —g x 73:—0 1'j_ _I 8" x 13'—.0 't 2 Z; �0.3 GJEt i CHASE t m �3] 1 i/2 x i; ICRGftm —Lpr- F-- ='1 C ;2X6 SPry —_ROOF LL , _ ti 3 r rs BEDROOM 2 A f' , ! l —7 1/2" x I V'--G 1/2" ;f-2—2 :1; 2 ' x 13 i �©--11" x ,1 =4 % t- L fl t t: : ;.: t° IW1A(3a4 t.W3{? MWT8 liN:l00461�t�1t8. 1411i�13fl46 M.tN3046 PROVIDE PRECAST CONCRETE EXTENSION 5" DIA. OUTLET(S) 2" LAYER OF GENERAL NOTES TOP OF FOUNDATION RISER WITH CONCRETE COVER TO WITHIN REMOVABLE COVER 1/8" TO 1/2" DOUBLE ELEV.= I 6" OF FINISH GRADE WHEN NECESSARY. ` WASHED STONE FINISH GRADE OVER D-BOX= I 3/4" TO 1 1/� DOUBLE FINISH GRADE O END. EL.= 17%/ FINISH GRADE OVER TANK EL= I/, WASHED STONE 20" MIN. ACCESS CO✓ER 4" � 1 . UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION INV. _ METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE (TYPICAL FOR 3) 36"MAX. 36"MAX. END PLATES REQUIRED SPLASH GUARD ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. CUT INLET OPENINGS IZ" PLATE ` 4" C.I. OR AS REQUIRED 1� :1 L) 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD PROVIDE WATERTIGHT OF HEALTH AND THE DESIGN ENGINEER. 6" 3" 3" DROP MIN. 3" 9' JOINTS (TYP.) PROFILE OF PANEL 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL SCHEDULE 40 PVC 10" 4" PVC IN FROM I� 14" SEPTIC TANK 4" PVC OUT TO 3/4" TO 1" 1/2" DOUBLE WASHED STONE r BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. - t LEACHING FACILITY 2" OF 1/8 TO 1/2 DOUBLE WASHED STONE FINISH GRADE OVER CHAMBERS = r ` 4. 4" SCHEDULE 40 PVC PERFORATED PVC PIPE SHALL BE USED 48" 4, 12" MIN. INSPECTION PORT INSIDE LEACHING TRENCHES OR LEACHING FIELDS. I� 1� � ` ' 10' MIN. GAS BAFFLE 6" CRUSHED STONE 36" MAX 5. SLOPE ALL SOLID PIPE AT 1 .0% MINIMUM. 6" CRUSHED STONE OVER MECHANICALLY ° o o° o 0 0 0 ° o 0 0 OVER MECHANICALLY OVER BASE Qf do c 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. COMPACTED BASE INV. = 7i, '. p O 0 op g IZ,?, 7 OUTLET DISTRIBUTION BOX 0 LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED TO BE INSTALLED ON A LEVEL STABLE O 0 -�� O o Ix. ' 4" PRIOR TO BACKFILLING WHEN SYSTEM IS NEARLY COMPLETE AND BASE. FIRST TWO FEET OF OUTLET --- - -- READY FOR INSPECTION. SYSTEM IS NOT TO BE BACKFILLED PIPES TO BE LAID LEVEL.. I 1� I I�' WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH a GALLON CONCRETE SEPTIC TANK CROSS SECTION VIEW AND DESIGN ENGINEER. LENGTH 1 ' , WIDTH "" ' DEPTH �I � _ I , TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE CROSS SECTION OF PANEL GROUND WATER _Z_ 8. ELEVATIONS BASED ON ►�.��. a .f DISTRIBUTION BOX DETAIL ELEVATION = �f MIN. SEPTIC TANK PROFILE CONTACTOR FIELD DRAIN PANEL �N�i !^!F � I"`�` �'N�' `'�t I ) 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH DIG-SAFE AND ANY OTHER APPLICABLE NOT TO SCALE NOT TO SCALE NOT TO SCALE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER 10 NON-SHRINK GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR TEST PIT DATA LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE WATER TIGHT SEALS. INSPECTOR: bd Ljr'{ M I ice= ' , ,- DATE: I' r /. 1 1 . ALL TANKS SHALL BE WATERTIGHT TROUGH MANUFACTURERS SPECIFICATIONS OR APPLICATION OF ASPHALT OR SYNTHETIC POLYMER SEALER. SOIL EVALUATOR: Ik- I-i /i'i`,G j CERT. :_ WITHSTAND 12. ALL SEPTIC SYSTEM COMPONENTS SHALL"° -- S D H-1 0 LOADING UNLESS •' ° TEST PIT #: I TEST PIT : TEST PIT #:— LOCATED UNDER PAVEMENT, DRIVES OR TRAVELLED WAYS IN WHICH SAC ELEV TOP = ELEV TOP = I/o. i ELEV TOP = CASE THEY SHALL WITHSTAND H-20 LOADING. j.4lAL-Tclti- ELEV WATER ELEV WATER ` ELEV WATER 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND `��% ,�, � •-,, G, � = �,� = FINES. PERC RATE _ _ MIN/IN PERC RATE _ MIN/IN PERC RATE = MIN/IN 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND 1 .�U6 '�'`' DEPTH OF PERC= DEPTH OF PERC= DEPTH OF PERC= UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN \\, TEXTURAL CLASS TEXTURAL CLASS__ TEXTURAL CLA3S� COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN ' ACCORDANCE WITH 310 CMR 15.255(3). 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR T L"I I 1 I'l F,I: � X Lam' ,, CONTINUATION OF WORK. 0 '�`, ; IUy�? :�i..•- II ►�yr?pry � U MAr - I r I,l�f 16. PROPOSED PROJECT IS LOCATED WITHIN: / ASSESSORS MAP # LOT — �t I� /r, ZONING DISTRICT N ✓ \� 6P[7+tr-Nl� _-- 3O'' BUILDING SETBACKS F sf�; ft. S: i ft. R: FEMA FLOOD ZONE ELEVATION_ '1 1\ , `� rir;,VlUM v AS SHOWN 01: COMMUNITY PANEL {y 17. OWNER OF RECORD: rtC _ �kr DESIGN DATA LEGEND _" �I r-L. 7 NUMBER OF BEDROOMS G' 'F' ' '' ir, {; G� '�` I'" — i� EXISTING CONTOURS NUMBER OF PERSONS I »o PROPOSED CONTOURS DESIGN FLOW I GAL/DAY/BEDROOM G GAS LINE / ' _ E&T ELECTRIC/TELEPHONE LINE TOTAL DESIGN FLOW GAL/DAY w WATER LINE MAe I� -- I: �, r71 1klf?�TI�� 4" SOLID SCHEDULE-40 PVC PIPE A A s J, A"' A;;i � ,' J �' / � — — — — — 4" PERFORATED SCHEDULE 40 PVC PIPE _. _ _. - - - - - - - - - LIMITS OF OVERDIG SEPTIC TANK: _ _ A f I G LJ�i`t�' LIMITS OF WETLANDS F I�%/J GALS. DESIGN CAPACITY O WELL LOCATION GAL. X 200' _ , USE GALLON SEPTIC K. (MIN. SIZE PER REGS) TEST PIT LOCATION O o O SEPTIC TANK J � • \ I� 0 DISTRIBUTION BOX 00c LEACHING FIELD: EROSION CONTROL BOTTOM CAPACITY \' K r-L r� / .,-- Imo/ 'i�IG•. 'j �O (LENGTH) X /S (WIDTH)- y00 SQ.FT. SOFT X 0,7j GAL/SO.FT.= GAL LEACHING DAY \\ j S, TOTALS: — \'� �X/ J TOTAL NUMBER OF PANELS I } ' 1 - O �b J �--I� -.�� ti TOTAL LEACHING AREA �IDD SO.FT. ;- - GAL.\ TOTAL LEACHING CAPACITY /� � DAY REV. DATE BY APP'D. DESCRIPTION APPROVED BY: SEWAGE DISPOSAL SYSTEM DESIGN 7 PREPARED FOR RESERVED FOR BOARD OF HEALTH USE i•MADOFN ti ` CIVIL " I LOCATED AT 0 HYV APPROVED BY: SCALE: f + {. ; DATE: r , , I y. 1 � G. A. F. ENGINEERING, INC. �� Ir SITE PLAN PROFESSIONAL ENGINEERS & LAND SURVEYORS 454 WAREHAM STREET, P.O. BOX 953, MARION, MA 02738 PLAN SCALE: 1" (508)-748-0252 / k rDPM BY: k--. -j 7Tcw ey., vi 17 1 Dw. No. •' JOB No.