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HomeMy WebLinkAbout0029 APPALOOSA WAY - Health �29 APPALOOSA WAY, MARSTONS-MILLS `- A= 174-001 . 023 -I i r �I TOWN OF BARNSTABLE LOCATION 29 /J?,pa l ooSat WcJ .0 SEWAGE# Zo19 • 220 VILLAGE (q, kS ASSESSOR'S MAP&PARCEL I'Jy 1-7-3 INSTALLER'S NAME&PHONE NO. R k S E x a ooa-A i ors 491), 0443 SEPTIC TANK CAPACITY /SOO 4c�.al LEACHING FACILITY:(type) SOOcaa.i� (2) (size) 13 x 25 2. NO.OF BEDROOMS OWNER 'Ann L"Ia e PERMIT DATE: G• I` - 19 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 F ility(If any wetlands exist within 300 feet of leachi c' ) Feet FURNISHED BY r I AZr 25�� + t3 Bz-3o# " A A3' 32 0 :B3.3y A4 Sq . 377 } No. o Fee THE COMMONWEALTH,OF MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2ipfication for Disposal *pstem Construction Permit Application for a Permit to Construct( ) Repair 00 Upgrade( ) Aba don( ) ❑Complete System ElIndividual Components Location Address or Lot No. QJD050 W O� r' Name Address and Tel.No. Assessor's Map/Parcel tT 9 I a 3 . ✓X chajy) L l I cz,�� ®�`�z0 -559 - Installer's Name Address,and Tel.14o. Desi er's Name,Address,and Tel.No. -B-fig &(_oV0Aon _6,09-J-177-Db63 co i e�h .5os 3 6 y -Lp g Type of Building: l � Dwelling No.of Bedrooms V Lot Size sq.ft. Garbage Grinder( ) �r Other Type of Building J No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min,required) 3D gpd Design flow provided 3 L43r g d Plan Date CD I J� 9 Number of sheets Revision Date Title y- o Size of Septic Tank ,600 Q Qj Type of S.A.S. tH t v y Description of Soil Nature of Repairs or Alterations(Answer when applicable) -5-r fl zo (2� N ro 57)D h0i L t-hambeA S Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board o Si Date " Application Approved by Date Application Disapproved b Date for the following reasons Permit No. � ZV Date Issued i � t • ter',.-�-r"�", y 1 No. 1 220 _ Fee---aL THE COMMONWEALTHWF MASSACHUSETTS Enterediincomputer: _ /� ' PUBLIC HEALTH DIVISION - TOWN,OF BARNSTABLE, MASSACHUSETTS Y 01pprication for Misposal Epstein Construction Permit _ t Application for a Permit to Construct( ) Repair 16 Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. a ! vo,. oVj Ow r' Name,Address,and Tel No. PPS n I la Assessor's Map/Parcel ry i —a 3 �� ` I Gh ctj Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. B 1 ig Sxc.oV0_4ton 509- IM-db53 OeCO i- C-h 509 361J -69 4 Type of Building: . Dwelling No.of Bedrooms y Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria'( ) Other Fixtures Design Flow(min.required) i �(J gpd Design flow'provided L13- gpd Plan Date ` l (p'J 6 Number of sheets Revision Date , ,A r; Title I Size of Septic Tank 1600 6:p Type of S.A.S. J/ r v ,1 T 0 Description of Soil - f Nature of Repairs or Alterations(Answer when applicable) 2 L• C bo, M hPA<, Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not-to place the system in operation until a Certificate of Compliance has been issued by this Board of N r SSiiggo d Date (0- 1.3 -(ei i Application Approved by' Date/^ /;?01 R Application Disapproved b Date for the following reasons r Permit No. n 1 a► 0 Date Issued Afil 12 1 ---------------------------------------------------------------------------------------------------------------------------------------.. j t THE COMMONWEALTH OF MASSACHUSETTS Lk, BARNSTABLE,MASSACHUSETTS j Certificate of Compliance THIS IS TO-CERTIFY,that the On-site Sewage Disposalsystem Constructed(' ) Repaired"( ) Upgraded( ) Abandoned( at��� �� `f `` �Xj(� `A/AVhas been constructed in accordance t with the provisions of Title 5 and the for Disposal System Construction Permit No.-,�Aj,720 dated Installer Glk CA, Designer #bedrooms Approved.design flow gpd The issuance of t is permit shall not be construed as a guarantee that the system will funct* in-as-"designed. Date ta)/ Inspector --- �+--.----�2�---- ------------ ------------- ---------------------------- --- -----------------Fee------------ ------ r ov _-- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS ]Disposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair(� Upgrade( Abandon( ) System located at (� ` J and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this perm . Date ao Approved b SF4y/CF pp pp pp 2I�((�c � 9p4A LE T##--#T§E � - O 2W WATER LINE �� e PPALOOSA GARB OAS LINE WAY O SADDLER G a OT ELECTRIC LINE �— " MPSON OWED p IOE THD NOT c ROAD TO SCALE MARSTONS MILLS. MA WAY L_0CUS MAP Vu AppAL00 �� pp L OCA 11�a 9�DOUV`S sEPnc PAVEMENT �. COMPONENT --GE O —� \ DISTANCES IN DECIMAL FEET COVERS A B I \ SEPTIC TANK IN 31 25.5 1 1 ^R740 ff SEPTIC TANK OUT 25.5 30.5 2 I \ DISTRIBUTION BOX 32 34 3 73.73 ft ,j � DRYWELL 35.5 37.5 4 REFER TO DESIGN PLAN INSTALLED SOIL °O,� FOR FURTHER DETAIL. ABSORPTION SYSTEM �• e 1 3 ' �� ,. 3a G DESIGN NHL UL�,TIOONS 1 / j 1500 GAL 102- GALLON I DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD � SEPTIC I i TANK QISTRIBUTION BOXY INSTALL UNIT DEPICTED BELOW. BgICK Pq TH A) p. w SOIL ABSORBTION SYSTEM: THE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE SOIL WITH A PERCOLATION RATE BELOW 5 MINUTES A PER INCH = 0.74 GALLONS PER DAY PER SQUARE FOOT. B THE 24 ft x 12.5 ft x 2 ft LEACHING GALLERY DEPICTED BELOW CAN LEACH: 1 ExIs O LNG BOTTOM AREA = (24 x 12.5) =300 sq. ft. 1 GARAGE �[ ® I SIDEWALL AREA = (24+24+12.5+12.5)x2 =146 s . ft. SLAB P'AlDAI R00p TOTAL AREA = 446 sq. ft.DWELLING I FLOW CAPACITY = 0.74 x 446 = 330.04 gol/doll TOPS OF FNIDPV INSTALL A 24 ft x 12.5 ft x 2 ft GALLERY AS CONFIGURED EL = 9�S,l�p�Se BELOW.FLOW CAPACITY=330.04 golldog WHICH EXCEEDS THE 330 gol/dog REQUIRED FOR A THREE BEDROOM DESIGN. 1 DRYWELL 24.0 ftl. /r o <(TY zLOT 120 17 — A)J AREA = 19806 sf+— STONE PLAN BOOK 439 PAGE 17 3.5 ft 8.5 ft 8.5 ft 3.5 ft n . ASSR MAP 174 Pa 1-23 500 GALLON DRYWELL ti Z 0 DIMENSIONS & DETAIL INSTALL ONE INSPECTION W J Z J RISER TO WITHIN THREE 11 INCHES OF FINAL GRADE Q 6 INDICATE LOCATION AS-BOLT U _Lo 00! 36 0�0 '0 in OOO� USE H-20 R NTT. 102 in SHED CROSS SECTION VIEW 1 I INSTALL FABRIC AN APPROV ED OEOTEXTILE I 281 3/4 fn TO P. In ■ 9/4In 70 in I-U2 In GRAVEL DEPTHIVE. FU2 In TO 80.63 ft 46 M 58 in 46 in 150 in PLAN - - - Zaofll�, � SEWAGE DISPOSAL DD Tl 4�G� SCALE: 1 in = 20 ft SYSTEM AS BUILT PLAN COLKiHANOWR _ ND.ro93 20 4o ANN M. LILAK 9FGQ 10 20 OWNERISI OF RECORD .z .. O s �S Ai'r PRINT ON it x 17 in ' _ ' 29 APPALOOSA WAY vN PAPER FOR PROPER SCALE MARSTONS MILLS. MA • 155 Geo Ryder Rd S PROPERTY ADDRESS Chothom•MA 02633 ---- -- DoAdcou®HotmolLcom JoArz.JUNE 21. 2019 _ 508 364-0894 Pc. i2 j_cEw ETE-4390 From: 06/21/2019 14:10 #029 P-001 Town of Barnstable Regulatory Services A V ali, -ill) Dircelor Itichal Se. Intel ItA ILMIMOLE.C MASS. A Public Health Division Thomas McKean, Director 2111) Maill Street. liYalkilk, MA 1124101 ()ffice: 5ON-N(,2-4644 Fax: il)8.7y)040114 & Date: Wl"I sewage 1,enilitti 2-0 1 Ci— Z1_0 usessot-'s MaIN-lai-cel Iv, v r t a I I e I.: t V5 6, 3Address: Addt-ess: 011 61 f6 L) \�aN iSSLICda I)L.1-11111 to Inslall a haled oil a design drawn by septic system at (address) dated Y that the SCI)(IC sysicill refercliccd alimc \\.I,, lll;Iallcd substantial!) aL:CoI-dillL"� Io the desiull. \,\.Illcll Ilmv include ininor appi-med chanu k1 es stich as lateral relocation t,the distribution bux alidor septic tank. Strip out (it' required) \\a; inspected and the sod., were found satisfactory. I certify that the septic system rclLrenced above Wlh illSI1111Cd With Illil'Or CIMMUCS O.C. gi-ciltel- than 10* lateral rclociulon ol'the SAS or any relocation orally Cullipollvill of the Septic system) but ill accordalice with Slate Local Remilm lolls. P1,111 I'Ck I'S1011 k,l I'l C d LCHI as-built h\ LIC'0�19ICI_ to fidlow. S11-111 ow tit required) \\a; 111N.-I)CL-1cd "Ind the -tnl were )'hind sailst'i-iclory. I Crtlt*y 111;It 111C sv,tiIelll I.k:1,kJ(:IIvCd thovc was Ili w0h 111e 1erllls 0I the I A approval lCtIcr" J I f.iplil ICAIC I Insullicl's S No. 1093 t - mer S siullaturo (Affix 15M, 1111)1) 1 lerc) Me,ig C. I'LLASE RETURN TO BARNSTABLE 1-*113lJC HEALTH DIVISION. C E WH F I CATV4 OF CONIPLIANCE WILL NOT BF. ISSUTT) UNTIL BOTH TINS FORT AND AN- BUILT CARD ARE. RECEAVE.0 BY THE BARNSTABLE PUBLIC HEALTH DIVISION. 'I I LA N K YOU. ccriitcatit,ii 1-wiv-Ro N;-I•I. MAR-08-1996 16:10 FROM TO 7750155 P.01 SIN SWIW . l3e m-f r Uhl Ica fir. �j� .-� FIT, 00170M 64=� "IX •. 1�0 5�X Z.,� �1 taP�t � l Ask 'It?CAL VA1LY ���• N j ��� �s•.xr�rt 's:� r Soli's•1r�r +•„� ! ! � �� � At t �" p�� rr • �dL ' �a • ;$� 10 , ru scyc � �4cFrrC +mot e oaf_ s "MNX 7, 0 V-- Firm ;' /��(YZ wic49ED TOs�!` ' TrLW a:zo st•EhtC•, � A-Za Tom! Q i cam- 1.� roN -T` a•t4e7- Tyr s , t�ff1 try!r4�t 5 crW N CDA4rL r7 wt-ru *tip. $r Qea \ � 1 is W'LaeATED w 41r.l WE env MA64 1 Nye IW- - K FLA4 K AM ?USED OW hid it�"��it�tfT' r-�%j I rr � 0J61 id LUP5 6UP4.1ey ADD 17t e CFF ej,, rqV0La> ij ar I�C- -Q 5%r4M r u.r-- MA,4 . TOTAL P.01 r TOWN OF BARNSTABLE Op 2� LOCATION �T�fo� �'!��d 9Ll �W,,BWAGE# — VILLAGE h29X5--,/UC- /77/4�5 ASSESSOR'S MAP &)yO 4 INSTALLER'S NAME&PHONE NO. b6W �'XCi�I�J��/ll� 0 '30�� SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 1,Vl2 6AZ (size) '7-6 y/S-� w/o7 L)2;tj NO.OF BEDROOMS 3 BUILDER OR OWNER PERMUDATE: COMPLIANCE DATE: �s / Separation Distance Between the: _ Maximum Adjusted Groundwater Table and 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 leachin f cility)�/ Feet Furnished by y `�' i a 7 oa f oa 3 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH _ TOWN OF BARNSTABLE Appliration for Dhi-pi ial Workii Tomitrurtt in Prratit Application is hereby made for a Permit to Construct (V) or Repair ( ) an Individual Sewage Disposal System at C �Z6� L ftcf or Lot No. . �e ----------------••---•-- ... nVic:. .--------••............................................. ner Address W v'` Installer Address /9 �d� UType of Building �r Size Lot---___._L..................Sq. feet Dwelling—No. of Bedroom---_. _ �_-_________________________._Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Buildiii � v_ u.� No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ............................... ... d ----------------- -- W Design Flow........................_---_________._gallons per iP. per day. Total daily flow........____� v.........._____.._...gallons. WSeptic Tank—Liquid capacity] 0-gallons Length................ Width................ Diameter_------------- Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter----------.--------- Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution box ( ) Dosin� ) C `~ Percolation Test Results Performed bY.._.. ............................. Date___.....1.. .�. .`7........ Test Pit No. 1___�:......minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ (i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ t� 0 Description of Soil... ..�... ........ ' ............................•---•---------------...------------------. ------... ------ ---•••-------•--•--•--•-----•---•. x w UNature of Repairs or Alterations—Answer when applicable. ............................................................................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Co ce has b n issXXL� Signed ... ..... .. ....Z..zc� . Dace Application.Approved B 4 - ------------------------------ ----------------- -------------- Application Disapproved for the following reasons- ----------------------------------------------------.............................................................................. ....---.....................................................--.........._......._............................._...._.......................................................................-`........... ------------------------- ------------- Permit No. ....... .: ..-.. .C�.2.................. Issued .................. Dare 7 Pao /- ©j 3 f t Fxs.......... r. ........ V THE COMMONWEALTH OF MASSACHUSETTS Y5- BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Di-tipn3al Wor1w Towitrur#inn rumi# Application is hereby made for a Permit to Construct (�/) or Repair ( ) an Individual Sewage Disposal System at .. - 1 - ------------------ & or Lot No. W / Owner Address a ----•......................-------------------------------------------------------. -------------- - , , ............................................................. Installer Address d Type of Building , �.. � _.Sq. feet ` Size Lot-------`-------•---••---- Dwelling— No. of Bedroom-.----._...__.._r___________________________Expansion Attic ( ) Garbage Grinder ( ) agkOther—Type of Buildin -------C --. No. of persons-------------•.----.-------- Showers ( ) — Cafeteria ( ) Other fixtures �'-``--------- -------------...`..... W Design Flow-------------------------f�_A..........gallons per pel`Son per day. Total daily flow-____-__------�YU.__._.._......._._..gallons. W Septic Tank—Liquid capacity_5P -gallons Length................ Width---------------- Diameter................ Depth................ ,r xDisposal Trench—No. .................... Width.................... Total Length.................... Total leaching area.:'_._.............sq. ft. Seepage Pit No.__----- . -_-.-.-_ Diameter--_--_--.--______- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosin ank ( ) Percolation Test'Resuhts< Performedf:�< ..... .... _.- .....................:....... Date......... _^a..�_�r7........ a Test Pit No. 1......:.........mmutes per mch Depth of Test Pit_______________..... Depth to ground water--- -----._----------- 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Description of Soil i�......--� x Gt`•`-------------------- ............•----------------------------------------------------------------------------••-------------- w --------------------------------------------------------------------------------•-------------...---------------------------------------.------------------------------------------------------......... U Nature of Repairs or Alterations—Answer when applicable.-.--.-......................................................................................... .. ..---•--------•--•------•-•---•---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compli�a- ce has been issued by the board of health. Signed, ......�`��" ' Application Approved By ------------- AU. . ..... ..... Application Disapproved for the following reafonf- -------------------------------------------------------------=---------------------------------------------------------------------- Dace Y � Permit No. ------- - 1,-..n._.' _.... Issued ............................................ Dace THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE C�elr#i�ictt#e of C�ompltttnce THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( f/ ) or Repaired ( ) by -----..90—.. ---- ,t .... n-----&V? -)............_...------- } Insull, at ...... �.aU. /L .1ZT4 ( � -... ..... has been installed in actor ante with the provisions �fITITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ...,'�"-.-. . ... dated ---79_. _ ..:. .. ...... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE. ..........._., _.' �, .Y:� _...... ....... Inspector'.. ,.� . tom.:---. �..:. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No........: FEE......�•'.'� ........ Dispao- l Worki5dun tr r#inn rrmi� Permission is y g herebr anted. ...... ....................... j ' :.......................•---.....------.......... to Constructer or Repair ( an Individu 1, Sewage�Disposal System ( ) atNo.....; /`1 F...--- ( = YYj-----t reet-r ----------------------------------------•-------------.............. St _ as shown on the application for Disposal Works Construction Permit No.. -���- -- Dated........................................... / ••--.......•-----•--••--••--••••-----�` = -------------------------------------------------- �t (�Board of Health .............................................. DATE FORM 36508 HOBBS Q WARREN.INC.,PUBLISHERS " ... 11kYLlC,II'1'.L V1V P Vlt YL'1tt.V L[111VLv 1.Ga i /11A 111L vu•-++:++ r••a i + • _ )CATION I ) ," a-) do CLLAGE � Le�k'�` S? ATE 'PLICANT• _�� � `�� \ �� FEE )DRESS t jl C-)(c) P� n-,z) �,ny\ t�,IN-1 TELEPHONE NO. (Non-refundable IGINEER f-�-c�2CC, hl;D� TELEPHONE NO. ►TZ SCIIEDULED Appl i cant a sitnature 1SSEiSSOlt 8 AA ' & LW NUt SOIL 1,CG V' - r74 7/ IB-DIVISION N11ME_ �- ,A-J // ,777" VATE �� ✓'�7 TII-IE 9 ' d ' :PANSION UREA: 'XES NO � �" C1 e �y J� . -s'�� a�'t CNGINBER:'N' ._ — MN"WATER V-PRIVATE WELL J � y S-�� -��� ^ BOARD OF HEALx'II EXCAVATOR 'ETCH. (Street name, etc. ,dimensions of lot, exact location of test boles and percolation' tests , Iocatb wetlands in proximity to test holes ) NOTES ! `7. 3 7,3 ' zot :RCOLATION -RATE! M A/. , :ST BOLE 140.0 ELEVATION: TEST HOLE. No., ELEVATION: 3G � 3Z „► ..-5 v.6 -s 1- 3 5 5 ' 10 •. 11 ,. �'' 11 . . 1z 1z 13 Ci�do o Gr 13 j4s. 14 14 15 N vt��- 15 ITABLE FOR SUB-SURFACE' SEWAGE: LEACILM FIELDS LEACIIINO PITS ^� LEACHING TRENCHES SUITABLE FOR SUB-SURFACE SEWAGE, REASONSI : TE I ENGINEERING PLANS MUST SHOW CUMBER ASSIGNED .ON PERC TEST APPLICA�Y�ON IGINAL! COMPLETED IN ENTIRETX BX P. E. ANll RI'Tt�QNED TO BOARD OF HEALTH PY1 RETAINED BX 'APPLICANT I 149 .� LOCUS INFORMATION REVISIONS: NO. DATE DESC. 1 q _ - -Q - N_- CURRENT.-OWNER:_-._ANN_M...ULAK__ -. __._ ___._.._ OVERLAY DISTRICT: AP SERVICE RD. TITLE REFERENCE: DEED BOOK 12052, PAGE 118 NITROGEN SENSITIVE ZONE NOT A ZONE II PLAN REFERENCE: BOOK 439, PAGE 17 FEMA FLOOD — LOCUS �Q� ASSESSORS MAP: 174 ZONE DISTRICT: PANELA#25 _ PARCEL: 001-023 �O QP MINIMUM LOT SIZE: 43,580t S.F. — RACE LANE ZONING DISTRICT: RF SETBACKS: FRONT 30' EXISTING LOT SIZE: 19,806t S.F. SIDE 15' EXISTING LOT COVERAGE: 1;823t S.F. (8.11) REAR 15' (DWEUJNG/DECK/SHED) PROPOSED LOT COVERAGE: 1,8393 S.F. (9,31n LOCUS MAP (DWELUNG/DECK/SHED/ADDITION) I CERTIFY TO THE BEST OF MY NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON CONCRETE BOUND FOUND THIS PLAN ARE CORRECT. AND HELD CONCRETE HOUND FOUND GP , / AND HELD ApORAIG A. NBT41'2� FIELD IDBJB' .001, UT / " ...- \ PRO SSIONAL LAND SURVEYOR DATE APP Woov SA WAY _ �•' � CERTIFIED - �'.°'' � ;� �o � -- PLOT PLAN CONCRETE BOUND FOUND j Jam• WITH AND N ' LD unuTY PROPOSED �t BOXES � I 1 AT MET . #29 ER !bI / APPALOOSA W DWISTING ELLING METER/ IN ONS MILLS EXlsnnc MASSACHUSETTS DECK PROPOSED 12'x,8' (BARNSTABI E COUNTY) STORAGE AREA ON u 4' HIGH FOUNDATION WALLS. Y I S I APRIL 20, 2010 r LOT 119 LOT 120 LOT 121 EXISTING PREPARED FOR: POOL 530* S.F. Mr. MATT YORK P.O. BOX 826 E. SANDWICH, MA 02537 774-200-1889 XISTIN SHED BSC GROUP 349 Route 28,Unit D se94r,9�w Bo.s4' WestYamouth, Massachusm 02673 508 778 8919 OPEN SPACE © 2010 The BSc Group, Inc. SCALE: 1' - 20' 0 2.e s 10 0 10 20 40 ,m PROD. MGR.: CRAIG FIELD FIELD: P. HAGISi CALC./DESIGN: K. HEALY DRAWN: K. HEALY CHECK: CRAIG FIELD r. , .A 1 FILE: 9499-EXC DWG. N0: 5997-01 JOB. NO: 4-9499.00 SHEET 1 OF 1 7L .9 l v -e LbiL- 6 . 3'lILL f��i�1�14Uwv .� ���°G M ANI � l r �v// NEW EXTERIOR WALLS LATERAL UPLIFT EXISTING FOUNDATION WALLS ANCHOR BOLT AND 3'X3"XI/4'PLATE WASHER NEW INTERIOR WALLS TYP.SPAGNG 2X&PT PLATE SHEAR - p,p_ NEW FOUNDATION WALLS •y EXISTING WALLS EXISTING ®n ® a -f M*L °dee adn �dn 6a .°L" e'n I °da.°de,'°°>�>°°u•> �� °do•°e e.°e•n.°e•n.ad,n FOUNDATION WALL D °On>.°d n'°d• _•dn °dro'°e•° _ ea da do e d Q 4 _ s'-n'RzpM END ° OF PLATES=rNEW ®mr'�, ®®®® a°.° °de,. <Q•e>a ®® ®®?�'®® °e•o ,°• ° ?Q o 4"POURED CONIC.SLAB ®®®®® MOM ` . °d-a a°a on•°,de•• B"CONCRETE WALL eQ DAMP PROOFING CSA APPOVED, SPACI NG H TYP. ANCHOR SPACING / a� FRONT ELEVATION COMPACTED GRANULAR / 2X6 KEY /10°X22"GONG.FTG. v^D p 1 D FOOTING GARAGE FOOTING DETAIL5 8" CONCRETE WALL 4t 1 i I 1 I�I 12._O. �I 3'-0' D P. IXB/Uc3 : 3'-0" 5'-0" 'g RAKE B 05. 1 4 _ —� EXISTINCs 0 5/8'F.G.DRYWALL I 3. ® 1 ------------------------ s WALLS 4 GE161NG. n /C SHINGLES TYP.4'THK � ///Fr,-T o LONG.SLAB z �,X I NG TYP. IXS/IX6 III GAIRAGE C\, is NR.HRDS. 2X8 e e Vb .C, 4 °C \ r CA m REAR ELEVATION r BovE/ NE Ul 5TORAGE SPHALT ROOFING /i� OQ, AREA N ' /G SHINGLES O P.IXB/IXb ________ -------------- _ Fi'_O" G'_O•' GNR.BRDS. 'Q .. _ __________________.__________________ ,k - 12�-�° FIRST FLOOR PLAN RIGHT ELEVATION FOUNDATION PLAN m Z DATE RI=VISION DRAWN BY PAGE SCALE YORK rc LILAC RESIDENCE '01 PROPOSED STORAGE AREA. J� D�sl9'n$ o /BUILDING 4 REMODELING o 29 APPALLOOSA LANE o 12-14-09 x JB •�oF va^ ml L y�z�A ]�]�] a BARNStABLE M A_ W pyR eSE D p2t�NGS L=_<VES F RLunS� RES?ONS:B=OR A L iN=WTM R)IXOLi SIZE 4ND R N DRCTJrt O aLL LONCR T FOJ� B 13i A L i00TTGd 5N°LL D iEN. OE LU ROgiLRL v�R DPTu. P.O.AOx HS IJLJ I m tU IODnL 3tl!ID:NG GGDeS 4L= 7RDW<YL=i. D=SIGNS HAY NDi 9E H'�D R�PD>Ig12L py6T 3E DETEQhiN3l 9Y LOLdl iDil^ANDITfONS AND 4CLP:tBIE 1 VIERIEY SIR11L'lIR-1L=LEI'IE`ITS iOR DESIGN.dZE (r�OBI Q96-453t 0 �' GOR BITE CONDInONS DR fpR i'yE Wig=OF TwESE DRd41NG5 CNRING CONSSRLLi�D"� PR.nLTILES C=C7NST311.NON,VERIFY DE61GN WI'N LD_AL E;IGI.VEER. i.0 L_C<L EN:dNEER AND EfUILDING?+7GIALg. 4E9i B°RN9T nr c H6 OM69 Z L l y:7 EXTEND HEADER ASPHALT ROOFING TO KING STUD IS•ASPHALT PAPER 3 1/2"SHEATHING F .Q a p• EXISTING = �\ TYP.H2 SA TIES y r e� DRIP EDGE 5"GUTTER i • X Q .�..�. NAIL TOP PLATE TO HEADER WITH IX8 FACIA y fGUI TUJO IX SOFFIT} \ a NAIL SCHEDULE NAILS AT 3°O.G.OF d { 2-I/4°VENT Z [r Q< 8d COMMON ` AT 3"O.C. {-3/4"BED MLDG. G x rrP�n-KwG 'GONTINUOUS 2XI0 HDR. NOTCH FRIEZE ��""''''�� TO RECEIVE SIDING. 11 El El El Y J®B XT-o E 2 5(8" ANCHOR BOLTS WITH �yy 3"X3"PLATE WA-'+LER5 . 00 1J 17®® ®17IM ROOF FRAMING PLAN ----- ----- SHEAR SHEAR EavE wall LEI.Iw"zil! UI B_LL WALL ACTUAL S FdLL I HT SHEATHINCx� ACTUAL •.°d•°+�4n•."dam".•dn N3 EAVE DETAILB HEATHNG=��9 SHEAR E/�R WALL (Mln.Requlrad�0 9J I '°• u- u• u RATIO=-j_S'v °4° °d °d B•°d EDGE NAILING-3__O.G. I FRONT ELEVATION 'FELD NAILING=3_O.C_ — — — — —'— ' GARAGE OPENING DETAILS PEN EX ING / I 1 / PENT u 2X10 RAFTERS a I6°O.G. V2"PLY_SHEATHING Q° IS•ASPHALT PAPER . ... . ... . . .. . . . ASPHALT SHINGLES EXISTING / R30 INSUL IX3 STRAPPING Q7� S/B"F.C.WALLBOARD �E3J ci _ E SORAGE p m 518"F.G.WALLBOARD AREA 2X4'a>°lb"O.G. EXIS I'll G R13 INSULATION .. .. GARA E I/2"PLY.SHEATHING L 4"CONC.SLAB TYVEK WRAP OR EQUAL SIDING 4'-0" 10•-O" 4'-0" _ 5- .WALL LENGTI+ia, Q WALL 12-0" WALL FULL HEIGHT SHEATHING=�_I SHEAR SHEAR F4ZL LENGTH-/9 = , `r ACTUAL SHEATHING-7-5? 9 WALL WALL I=ULL HEIGWT SHEATHINGS SHEAR WALL I (min.Required-,t6-_%) I 18 ACTUAL SHEATHING=2L-9 RATIO=/-57U SHEAR WALLI (Mia Requlrod F REAR ELEVATION !FIELD NAILINGJ O j .C. ( I ED TGE NA MG= O.G. — — — — — — RIGHT ELEVATION L ELD NAILING°LO.C. — J CROSS SECTION DETAILS w w LILAC RESIDENCE DATE REV1510N DRAWN BY PAGE SCALE / YORK B, PROPOSED STORAGE AREA, 14.,,•_Q• ✓� p�✓��gnS n BUILDING 4 REMODELING $ 29 APPALLOOSA LANE nl +I 12-l4-09 • JB •�-� m� m BARNSTABLE MA. W IN PNRCHa6=OF OR:UtZNGS LEAP=�FVRGHASER RESPONSIBLE FCR COI'IPllANCE wITM ALL !]J IXiCT SIZE AND REIu'fORCc ENi OF ALL CGN^_RT FOOT NGS ()41L.00T!NGS i!:•°LL£X7=ND BElOw£R05:LINE v°_RIFY DEPTu. '_OCAL ELLLDING CODES 4ND OROdaNCES..B DESIGNS elAY u0i 0E FIFLO R_'SPONi�BLF �'�LLSi 9E O-T"N©3Y IOGAL aOl G.^.NJiTiONS JND ACCEPTaBL= 'Y STRL'CTUR.W.e1=I+ENTS FOR OES�GN S�ZS P.J_BOX b5 r0091 Q94-953A O OF CONSTIaGNO!L Y-Tt�F•.'O-'JGu WTH LOC S ENGItF.�R- wIM LO_eL eT�GINE<NO=NLOiNG O�'014i w�_9r B<RnBraBLE Hi.OMBB Zi FOR SITE CONOIlONS OR:OR INE U5E CF IDES£ORAWNGS DYRING CO.SiTSTON. ?G°CTIGE� , AWC GUIDE TO WOOD C0145TRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE /)/n/ /)/n/ (/`//�(�� J/n J///n WIND �q MASSAGHUSETTS Gl-4EGKLIST FOR GOMPLIANGE(l80 GMR 5301.2.1.1� �MPUANCEU U 0 Mp" EXPO ///( IRE 0 ZONE U SCOPEUU UUU ((// (� ��// Llljjj✓�✓//((�� w WINDSPEED(}SEC.GUST)_________________-_--_-________--__---_.....--_____--_--_-._._-_.__--_-_--_.Ito MPH IWIND EXPOSURE CATEGORY________________________________________________________ _______________________B 1.2 APPLICADILITY NII OF STORIES(A ROOF WHICH EXCEEDS 8 IN 12 SLOPE SHALL BE CONSIDERED A STORY) STORIES<2 STORIES \\\ \ 5 NUMBER OF JOINT DESCRIPTION cOMMON Naa SPAc1•I,, ' ROOF PRCH.___________________________________ (FIG 2) ..._-__-________-____-.________._.___.�1�<Na:U - MAILS Box NAILS MEAN ROOF HEIGHT----------________________________(FIG 21 _._...__.____--___--______.______.___-L2 FT<33' ROOF FRAMING BWLDIN6 WIDTH.W------------ (FIG 3)..__..__..__.----_-__-___.____.._.___1�FT<BD' TYP.FIELD NAIL SPACING E LDING LENGTH.L.-_-___. (FIG 3).-___________________________________L -FT<ac' 8d COMMON o 61 O.G. BLOOKIN3 TO RAFTERS rt0E-NAILmI }Bd 2-IOd EACH ETD _________________________ 1 .. Bill GASPECT RATIO(LAU).____-_j_______________ (FIG ------------------------_._______..__��(3:1 „' .,;•. RIM BOARD to RAFTB2:cN0-NAIL) ]-Ube }I6a EACH END NOMINAL HEIGHT OF TALLEST OPENING________________ (FIG 43--------------.---------.________-.__�<b B' TYP.1/W'WOOD •• •• 1.3 FRAMING CONNECTIONS STRUCTURAL PAhWT..S WALL FRAMING GENERAL GOt-UANCE WfTH FRAMING GONNECT10N5._.. (TABLE 2)____________________________-._.____--____._-. � ._ .� ACE u41LED1 TOP PLATE AT INTERSECTIONS M 4-Wd SI6d AT JONI'9 STUD TO STUD(FACE-NAILED) ]-Wa ]-16d 24'O.C. 2.1 FOUNDATION \ FLOOHEADER TO AM R FACE NAILED) 6a wa 6°o.G ALONGEDGES FOUNDATION WALLS MEETING REQUIREMENTS OF 180 CMR 5404.1 FLOOR FRAMING CONCRETE----------------------------------------.----------------------------------------------------- ••'•-••"-•''•••" )AST TOS TOLI,TOP PLATE AILED)OR ET2 R0E-NAiED1 N5d'Had 4pd EACHEPER D TYP_EDGE NAIL SPACING •.: ,••;�. ,• CONCRETE MASONRY--------------------------------------------------------_------------------_________ �_ `: BLOCKING TO.MOIST ROE-NAiL�I 2dd 2-!Od EACH END (ad COMMON a 6"O.C.1 BLOCKING TO BILL OR TOP PLATE F,rA "Af 3-16d 4-U.d EACH BLOCK 2.2 ANCHORAGE TO FOUNDATION13 \\ \ \\ \ �Br:o To SEAM Ri�l }Bd } �o Tr 5/8 'ANCHOR BOLTS IMBEDDED OR 5/8'PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONL RAFTER CONNECTIONS .' ... , AILS) BAN BOLT SPACING-G-NH2AL-------------------------CTABLE 4)--------------------- RL I ••' ' SAND l09T TO SIL_OR LAT }t6. 4V>d PER JOIST BOLT SPACING FROM END/JOINT OF PLATE---------(FIG 5).___________________ 6_,7-IN.(6"_ly NON- TYP.H25 TIES / BAND JOIST To SILL OR TOP PLATE rtoE.NAnm) ]46d }M6d PER J015i -------------- LOAOBFARING -;., - � ROOF SHEATHING BOLT EMBEDMENT-CONCRETE---------- ___________<FIG 5).-----------------------------------_P_IN.>l' - . SOLT EMBEDMENT-MASONRY______________________(FIG 5).-_-_______--.___.--___-___.____---__1N.>is STUD HEIGH WOOD STRUCTURAL PANELS T - . • UPL � PLATE WASHER----------------_------------------_(FIG 5J-------------------------------------- 3'X3'XI/4' LOdOBFARING RAFT-- 5 OR TRUSSES SFACSO l,P T016'O.C. ad Lod eEOGE/b'Fl3D MAX WALL RAFTBRS OR TRUSSES SPACED OVER 16'O.G. ad IOd 4'EDGE/4'FIELD 3.1 FLOORS HEGMT ZO' : STUD"EIGHT GABLE EIDWALL RAKE OR RAKE TRUSS ad IOd b'EDGE 16,FIELD FLOOR FRAMING MEMBER SPANS CHECKED------------(PER ISO CMR S5.00)---------------------------_------ L�ILr MAX- WITH NO GABLE O,ER1(A`1G MAXIMUM FLOOR OPENING DIMENSION.-__.-----------.MG6)---------------------------------------FT<12'N/n- ; ..- H WALL GASL ENOWALL RAKE OR RAKE TRUSS ad sod 6'EDGE 16'FIELD -'.' � FILLMEGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6)----------------------------- N/A " E7GHT 10 w5rrzucTURAL oUTLooKERs MAXIMAL FLOOR JOIST SETBACKS ' 1 - E OR RAK=TRU55 ad Dd EDGE/{ FAD SUPPORTING LOADBEARING WALLS OR 51-EARWAIi.(FIG U------------------------------------- MAXIMUM � 1 - GA9L OUT BL L RAKE {• _�<d N/1I- I '' - -' W/LOOKCIIi BLOCKS CANTLL£'ERED FLOOR JOIST ,�/�' - - •'- ' SUPPORTING LOADBEARINC°WALLS OR SHEARWALL.(FIG 8)--------------------------------------_FT<d � •'�_•• CEILING SHEATHING FLOOR BRACING AT ENDUALLS----------------------.(FIG 9) ---------------------------------------- ------ ._/` .•:•• •� GTP9N1 WAUBOARD Sd COOIr'R5 - T'EDGE/D'Flt3D FLOOR SHEATHING TYPE_-----------------------------(PER I80 CMR 55.00).---------------------------.-___ WALL SHEATHING FLOOR SHEATHING EN THICKNESS-------------------------(PER ISO CMR 55.00)-------___________-_-___.._IN.2 .''-•••�' , ItiOdO r FLOOR SHEATHING FASTING------------------------(TABLE 2)_d NAILS AT IN EDG5/ IN FIELD "- " ""--•'" 3TUO55FACED UP TO 24'D.C. ad IOd .'EDGE(1Y FIELD 112•AID 25/32'FIBERBOARD PANELS ad - 3'�_.E 4_I WALLS V]'GYPSUM)lALLSOARD 5d COOLERS Y EDGE/IO'FIELD WALL HEIGHT .• ,- _ _ LOADSEARING WALLS--------------_--------------(FIG 10 AMD TABLE 5).__-.__________________FT C to' " _ _ _ FLOOR 514=AT?-I11,16 0101,14DADSEARING WALLS------------------------(FIG tO AND TABLE 5)-----------------------_FT(20: LATERAL WOOD STRUCTURAL PANEL5 WALL STUD SPACING_________________________________(FIG 10 AND TABLE 5)--------------------IN(24'O.G.N .'•.:_, I'OR LE55 ad lOa 6'EDGE/If FIELD WALL STORY OFFSETS-------------------------------(FIG IJe)------------------------------------FT(d LV� •.".,.- GREEAT2R TMAH. Kw lod 6'EDGE/6'FIELD 4.2 EXTERIOR WALLS) WALL STUDS 1, HORIZONTAL DOUBLE NAL EDGE(STAGGERED NAIL I GENERAL NAILING SCHEDULE LOADSEARNG WALLS.----------------------------R.ABLE 5)----------------------------ZX�SLFTUIN SHEAR PATTERN (CAMMONo3'O.C.I NON4DADBEARING WALLS----.-------------------(TABLE 5)-----.---------------------ZX IL-8-FT�N ., �T GABLE END WALL BRACING FULL HEIGHT ENDWALL STUDS.----------------------(FIG 10)._______._.__-_.___-_____..___________.__-.___ ✓ TYP.I(I6'W170D STRUCTURAL W5P ATTIC FLOOR LENGTH______ _-__-_____-I G,11)--------------------- _FT)W/3�� { ' ' PANEL SHEATHING GYPSUM CEILING LENGTH(IF WSP NOT USED)---------(FIG it)------------------------------------FT>0.9W/�✓�f 1 VERTICAL AND 2X4 CONTINUOUS LATERAL BRACE o 6 FT.0_G.(FIG It)----------------------------------------------- OR Ix3 CEILING FURRING STRIPS o 16"SPACING MIN.WITH 2X4 BLOCKING a 4 FT.SPACING IN END----.------- 1 I _ VERTICAL EDGE NAIL TOP"LATE, JOIST OR TRUSS BAYS_________________-______--_ _______________.______-_.__-.____-__._-____._______ '- ACING(Bd COMMONA DOUBLE TOP PLATE _- \ I '•-• _O.C.J SAUCE LENGTH.___________________ .--__.MG 13 AND TABLE 6)._______________ __.__.. FT TYP. II SP DOUBLE T SPLICE CONNECTION MO.OF IGd (TABLE NAILS) ABLE 6)--------------------------- ----------- I TYP.(FIELD NAIL SPA LOADBEAR NG WALL CONNECTIONS CING ad COMMON a_O.G./ LATERAL MO.OF I6D COMMON NWL51__-__-___-_.(TABLE 1)---------------------------------_------ NONiAADBF_ARING WALL CONNECTIONS - L_ LATERAL(NO.OF 16d COMMON HAILS).______.___.(TABLEB).____________________________.-___i--- HEADER 4 '•; I _ DOI1B F LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) / HEADER SPANS._______________________________.(TABLE 9)------------------------------(J F �I 9 SILL PLATE SPANS-------------------------------(TABLE 5).--___.----..-.____-_____-__.�T E. - RILLHEIGHTSTUDS(TIO.OF STUDS)__-------------(TABLE 9) _.._Q !° ^ NONiOAD BEARING WALL OPETUNG5(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TAB)_E J STUD ✓ _ 'I ,'� FULL a ° HEADER 5PAN5 _.(TABLE 9)------------------------------?-.FT 114.(U' ..° ..e I N SILL PLATE SPANS------------------------------(TABLE 9).___-__________.________.___. .J FT 1] IN.C1Y REQUIREMa N pIBLE JACK STUD FULL MBGH (T 9)T STUDS(NO.OF STUDS).____.____.____ ABLE _____________ ------------- a °, c _NTS 4i EACH END OF HEADER +b e• , • R • ° e MINJ'MUM EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIt08.TANE0U5Lls y _ y° °p Nl1M9ER OF I WINDOW SILL PLATE MINIMUM BUILDING DIMENSION.(41 • A u a - , _ HEADER SPAN HEADER UPL1^. LATERAL • > •. • '. a (FT,J e,.,l� }IJLLHNBGH7 (L0.) (LB.) I NOMINAL HETGHT OF TALLEST OPENINGr_-------_---------------------------------_______________2_(6'8'�f °-a s Y o• STUDS I _ SHEATHING TYPE________________________________MOTE 4)---- ___---- °4. 24'O.C.MAX M,e Oe•r -°py� 24- (NOTE MAX., ° STUD SPACING T I° STUD SPACING _ _ ____------ EDGENALSPACMG______________________--_____(TABLE IO OR NOTE 4 IF LFS51.________.__-_-____-N. - _ __ __-_ ____ _____ ____ ___ �'• 2 2 2X4 1 2 13 FIELD NAL SPACING-----------------------------(TABLE 70) ------------------------------------_IN. ]J/-C�QQi( 3G�3 '. °. ° .�°. r' °. °. ' 3' 2-2X4 2 416 196 II dG <. o. u' ° SHEAR CONNECTION(NO.OF 16d COMMON NAILS) (TABLE 10)--------------_______________-_------__ 'q d'e d'e d'e d'e .�'n le d'e .°e'e .°e' PERCENT FULL-HEIGMT SHEATHING.________________!TABLE Io/.-__-________.____ ..._________._x •,- a > 4' 2-2X4 2 So4 264 �J �- a '> e 5x ADDITIONAL SHEATHING FOR WALL WITH OPENING)b'B"(DESIGN CONCEPTSJ_________________________ _-LI>� •.° °•>° < ° °,• °,,° a_,> 5' 2-2X4 3 6913 330 1 MAXIMUM BUILDING DIMENSION.(L) " d e d'e 'e d'e ° °•' , I - // _ '_ - 6' 2-2x6 3 831 396 NOMINAL HEIGHT OF TALLEST OPE(ING2------------------------------------------------.._.__rx�'�C68'�lL SHEATHING TYPE_______________________________MOTE 4)---------------------------______________- �o-n1��3 l' 2-2x6 3 SIO 4S,2 ° J EDGE MAIL SPACING-------------------------- (TABLE II OR NOTE 41F LE55)___..-__----------__-IM. MAXIMUM WALL STUD HEIGI-{T , STUD SPACING 6' z-2x12 3 t.to6 _ s26 -^ .°a•n °e a ,da °ea °a °d> °a> •da °d'> °04 FIELD NAL SPACING-----------------------------(TABLE 11)__--_-____-_.-_-.__-_-__.___._.____-_ -- • ' e <, .ate c• _ '°, , SHEAR CONNECTION CONNECTION NO.OF 16d COMYfON NAILS) (TABLE IH--------------------------------------- 9' 3-2X10 3 1�41 594 'i-!a •a " °' °"o:•.�.e, -! A a RAFTER CONNECTION AND WALL SHEATHING a 1�6s 66o a•e .°d•e .°ee .°O•. °d- °e•e PERCENT FUM44SC44T SHEATHING [TABLE Ili_______________________________________x 10' 3-2XI2. P ANCHOR BOLTS AND - 5x ADDITIONAL SHEATHING FOR WALL WITH OPENING)6W(DESIGN CONCEPTS)--------------------- --- ��I - e• a•a a•° o• e o WALL CLADDING / II' 4-2XIO 4 1.524 126 ° 3'X3'XI/4"PLATE WASHER.•° RATED FOR WIND SPEEDI.------------------_-------------------------------_---------------------------- - 'n A. .°de .°de .°de•.°dn - do de e•e d•e .°d•e>.°d TABLE 9. WALL OPENINGS - HEADERS >, a a o: a: <: 5.1 ROOFS / °p.A °p.a °p.A °p.e °p., °p.° °d., °e.e °d., ROOF FRAMING MEMBER SPANS CHECKED,(FOR RAFTERS USE AWC SPAN TOOL,SERE.lSnRS WESSITE) ✓ IN LOADBEARING WALLS ° ' ROOF OVERHANG.-._-__----_______________________.(FIGURE IS)............... FT<SMALL92 OF 20R L)3 .. TRUSS OR RAFTER CONNECTIONS AT LOADSEARNG WALLS NOTES: .°dn .°de .°Oe .°de .°d•e .°d'e .°de .°de .°0'e .°d PROPRIETARY CONNECTORS L THIS CHEKLIST SHALL BE MET IN ITS ENTIRETY.EXCLUDING THE SPECIFIC EXCEPTION NOTED IN 2,TO COMPLY WITH THE • a a '.- a ' UPLIFT______________________________________..(TABLE D)------------ _._ _____.U•�LF e '>" a > > A a e --------- REOfIiREMENTS OF ISO CMR 5301.2.1.1 ITEM 1.r.THE CHECKLIST I5 MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS LATERAL_____________________________________ ._-.._ ------------------------------L•�LF� ANDHOLD DOWNS ARE NOT REQUIRED PER THE WFCM 110 MPH GUIDE: SHEAR...___________________________________.(TABLE Q/_..-_____.__._-._.._____----___..___.5•-LF A:STEEL STRAPS PER FIGURE 5 RIDGE STRAP CONNECTIONS,ff COLLAR TIES NOT USED PER(TABLE 131-------------------------------_T•_PLF B:20 GAGE STRAPS PER FISURE U GABLE RAKE OUTLOOKER----_-----------------------(FIGURE 20)----.__-_____. C'7 FT<5tfALLER OF 2'OR Ll2 C:UPLIFT STRAPS PER FIGURE 14 TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS 0:ALL STRAPS PER FIGURE Il PROPRIETARY CONNECTORS !✓' E:CORNER STUD HOLD DOWNS PER FIGURE 18e AND FIGURE lab UPLIFT. ___________________________________----(TABLE14)-------------------------------------U•�. � 2. EXCEPTION:OPENING HEIGHT OFUPTOBFT.SMALLBEPERMITTEDWH=N5115ADDEDTOT14EPERCENTFULL-HEIGHT SHEATHING STUDS AND HEADERS LATERAL MO.OF Ibd COMMON NAIL5)----------(TABLE 34/._______________________..-_._.--.__.L•�J3, ROOF SHEATHING TYPE.____________________________.fPER LBO CMR 56.00 AND 59.00J.__.-- REQUIREMENTS SMOWN IN TABLES IO AND It. ROOF SHEATHING THICKNESS-_____________________________________ ________________________�IN.)l(I6'- 3- THE BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 2'IN.NOMINAL THICKNESS PRESSURE TREATED GRADE. ROOF SHEATHING FASTENING--------------------------RASLE 2)._________._._____.________________ - _� 4 -°-FROM TABLE 10 AND T AND LOCATION M WALL SHEATHING AND BUILDING ASPECT R4:10.DETERMINE PERCENT FULLi:EI!sHT AROUND WALL OPENINGS -_ ....... SHEATHING AND NAIL SPACING REOUIREI'IE>ITS. i m w LILAC RESIDENCE N DATE REVISION DRA41N 8Y PAGE w YORK rc ( PROPOSED STORAGE AREA. I NJ De✓c��i n� oI BUILDINCs < REMODELING ° 0 12-14-09 « JB ° 29 APPALLOOSA LANE III Q W iN PURCHASE ORewNGB L= 1?LV2CHASFR RC-SMNSIA�=FGR COMFLIAN^.E WI:N ALL 11-All SIZE AND R=I1-11I•IEST G'F ALL-I'-FOOTmGG ALL FOOTNG5 51 L IX:ENO BELOW--TINE VERIFY OEPTa. ee o BARNSTABLE MA. of LOCAL am MNG C00 9 A O ORDINANCES.A DESIGNS MAY NOT N6D R--`�P�5I3LE S'0E 0�3 WINED Hi LOCAL 50 L GO DTV 5 AND-L TA9ti vEiGY SiR�L YRn Cif i5 GR ES GN•51� P.O.BOX�5 ($pB)49d-9534 Z FOR slTe ccNDmoNs oR: iNE usE o:rN=_sE DRAWNGs WRING corlsrmcna++. PRAcnces of CONsrRUCrKNi.veep DESIGN uarN Loc.u.ENGMc-ER. w-N Coca.ENGINE=R AND a�•�ING oaclALs. ar<srsaRwrAe(E raA oxee I NOTES Sf9v/c� SAD I . ®N- EXISTING SEPTIC SYSTEM IS TO BE PUMPED. FILLED AND ABANDONED j o IN PLACE. REROUTE SEWER LINE TO EXIT FRONT OF DWELLING AS INDICATED ON PLAN. ELEVATION INDICATED ON FLOW PROFILE (p9 2). I APPALOOSA SOIL REMOVAL AREA - REMOVE ALL FILL AND UNSUITABLE SOILS ! > SADDLER WAY DOWN TO THE C STRATUM AND REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5 (310 CMR 15.255(3)). _,• THOMPSO N INSTALLER MAY MOVE VENT PIPE TO O jOEAD NOT SO AD DIFFERENT LOCATION. SCE :L.. .'.j. - _ MARSTONS MILLS. MA 'y [ LOCUS MAP `. VA.' o ,9A ., PALOA -- --- E DOE Op PAVEMENT / 138' rl 27.40 ft: s'' � gpBlE GIS D%� 1 0 \;73.73 it o VENT PIPE ELEVATION l 138. 9 0 ?s OP OF FOUND P��O PROPOSED SOIL X 8 ft OF FILL FOUND HERE OO ft 136 ABSORPTION SYSTEM ` -SEE DETAIL 2 ' SOIL ON BACK Q REMOVAL 1 W . AREA -- 1 , 134 UT§LaT§ES cc � t BRICK PAT w WATER LINE W GAS LINE 10f CA. 132 ELECTRIC LINE -0E MINIMAL REPLUMB GRADING SEWER HERE PROPOSED GA RA GE 3 1 G3OOoGUv1 SLAB ��®� D Vw/i E LOLL ONG °Q� 1 TOP OlF FNDN F-1"- 0 938.90 �o 1 CA LEGEND r \ \ �-� _O SEPTIC COMPONENTS ABANDON 1 \ EXISTING 1 LOT ��� \ TIC GAL 1 SEPTIC TANK k THIS IS A i \ INSTALL NEW AREA = 19806 sf+— f 3_ 1500 GAL COLOR PLAN BOOK 439 PAGE 17 � �, �` 134 132 SEPTIC TANK® PLAN ASSR MAP 174 PCL 1-23 _.. ABANDON EXISTING USE COLOR PLAN ONLY W Q LEACH PIT FOR INSTALLATION h ZZ i .FULL DETAIL IS BEST F: VIEWED IN 1 V O O _ DISTRIBUTION BOX 15 � O FULL COLOR 1 Q �5 ; F TEST PIT 'I a " r$` 136 i - ' SHE'D tH OF Mgssc `tH OF 4t4ss9 ,9 P 1 0 DAVID yGs o DAVID �yGs 1 D. �, D. i GARB R v COUGHANOWR n COUGHANOWR N OT No. 1093 No. 461 A OWED �FGICUT s gPPROV�� 80.63 ft VARIANCE REQUESTED PLAN . SEWAGE DISPOSAL t oo MAY BE GRANTED IMMEDIATELY BY HEALTH AGENT OR HEALTH INSPECTOR. - SCALE: I in = 20 1 t - /�J \ ` SYSTEM PLAN 310 CMR 15.221(7) - COMPONENT 0 20 40 -TO SERVE EXISTING DWELLING DEPTH TO FINISH GRADE. 36 in - - : - ANN M. MAX REQUIRED - VARIANCE TO o l0 20 " LILAK 72 in OF COVER REQUESTED. _ - J OWNER(S) OF RECORD PRINT ON 11 x 17 in �� ° 29 APPALOOSA WAY PAPER FOR PROPER SCALE MARSTONS MILLS, MA 155 Geo Ryder Rd S PROPERTY ADDRESS Chatham, MA 02633 DavidcouOHotmoil.com JDATE. JUNE 5, 2019 508 364-0894 Pc.U2 j jw- ETE-439U T n I 1 SOIL EVALUATOR: DAVID D. COUGHANOWR. ASE 0461 DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD WITNESSED BY: DAVID STANTON, HEALTH DEPT. ff 3 ..t 330 GPD X 2 DAYS = 660 GALLONS TEST PIT 1 NO GROUNDWATER ENCOUNTERED ( � - • 2 MIN/INCH IN C SOILS ABANDON EXISTING 1000 GALLON SEPTIC TANK. INSTALL. ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER 1 {. NEW 1500 GALLON SEPTIC TANK AS SHOWN ON PLAN. INCHES HORIZON TEXTURE (MUNSELL) MOTTLES I i 138.00 0-56 FILL DISTRIBUTION BOX: INSTALL UNIT DEPICTED BELOW. 133.33 56-150 C MEDIUM SAND 10 YR 514 1 NONE LOOSE i SOIL ABSORBTION SYSTEM: 125.50 THE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE NO GROUNDWATER ENCOUNTERED L SOIL WITH A PERCOLATION RATE BELOW 5 MINUTES TEST PIT :2 PER INCH 0.74 GALLONS PER DAY PER SQUARE FOOT. 2 MIN/INCH IN C SOILS E�EVArtoN DEPTH SOIL USDA SOIL SOIL COLOR SOIL orHER. ` THE `L- SHAPED LEACHING GALLERY DEPICTED CAN LEACH: 138.25 INCHES HORIZON TEXTURE (MUNSELL). MOTTLES 0-60 FILL BOTTOM AREA=12.83(16.5+8.5)-I/2(3x3)= 316.25 sq. ft. 133.25 60-144 C MEDIUM SAND 10 YR 5/4 NONE LOOSE f SIDEWALL AREA=(16:5+12:83+3.67+5.5 126.25 +4.24+9.83+21.33)x2 = 147.80 sq. ft. j TOTAL AREA = 464 sq. ft. FLOW CAPACITY 0.74 x 464 = 343.4 gal/day INSTALL THE 'L' SHAPED LEACHING GALLERY AS CONFIGURED BELOW. FLOW CAPACITY = 343.4 gal/day WHICH EXCEEDS 0 GALLON o a THE 330 gal/dog REQUIRED FOR A THREE BEDROOM DESIGN. 0 GAL�L�OnNI SSEPT§C� TANK - -- DIMENSIONS & DETAIL I USE SHOREY ST-1500-H-10 SSOM ASSOoRPT§OoNN I 1 in ® NOT S YSS TC��.rt1 CONSTRUCTION DETALL TAPER TO USE SHOREY PRECAST 500 GALLON LEACHING DRYWELL _ 12.83 ft w SCALE _ INSTALL TWO DRYWELL ® A UNITS AS SHOWN ft 3 ft WITH FOUR FEET OF - S f t STONE ALL AROUND. 8 i n I ?9 O _ .. MARK INSPECTION RISER WITH \� CID ® MAGNETIC TAP. . i 1O ft-6 DRYWELL /n 21.33 ft A UNIT 500 GALLON DRYWELL INLET OUTLET COVER COVER, DIMENSIONS INSTALL ONE INSPECTION RISER } & DETAIL 0 TO WITHIN THREE INCHES OF �3 IN DROP - FINAL GRADE & INDICATE —s PFLOW LINE I: LOCATION ON AS-BUILT FROM = -' BUILDING�' 10 in _ in TO Q 36 D—BOX " 00 in 48 in LIQUID GAS 1 LEVEL BAFFLE _ OD \\J. RArE I � UNITS _ 5 _ 6 in STONE BASE - SEPARATION BETWEEN INLET & OUTLET CROSS SECTION VIEW (SECTION A-A) TEES NO LESS THAN LIQUID DEPTH INSTALL AN APPROVED GEOTEXTILE FABRIC OVER STONE CROSS SEC TION VIEW ® o 28 24 in a 3/4 In TO 2 Lima a DEPTH IV4 1-1/2 In GRAVEL D§S TR§BUTOOo N BOX UDB 3HHH20Y 48 58 in 48 in DIMENSIONS PIPES EXITING_ D-BOX TO RUN LEVEL 154 in AND DETAIL FOR 2 FEET BEFORE PITCHING DOWN i i j {,� INSTALLER TO OBTAIN DISPOSAL WORKS NII\III PERMIT BEFORE STARTING WORK. -ALL COMPONENTS INSTALLED SHALL MEET C MIN THE MINIMUM REQUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC F: L0 FROM -S . CODE (310 CMR 15). N TANK b y TO -INSTALLER TO VERIFY LOCATIONS OF ALL SAS. UNDERGROUND UTILITIES BEFORE O 0 EXCAVATING FOR SYSTEM. • i i pDo°o`b -ECO-TECH RAPID RESPONSE RECOMMENDS THE INSTALLATION OF LOW FLOW - ` 6 in STONE BASE ( FIXTURES & APPLIANCES, AND PERIODIC 21 jn 2 CROSS SECTION VIEW I PUMPING OF THE SEPTIC TANK. t SEPTIC TANK IS NOT DESIGNED TO WITHSTAND } VEHICULAR LOADING. DO NOT PARK OR I DRIVE VEHICLES OVER SEPTIC TANK. ( F L Oo p 0 I � TOP. OF FOUNDATION RAISE COVERS TO WITHIN ALL PIPE TO 4 in BE SCH. 40 PVC VENT EL . = 138.90 +— 6 in. OF FINAL GRADE AND TO PITCH AT 1/8 in/ft MIN PIPE VENT 138.0 -BOMM W . b. USE USE H-20RATED MAX UN TS NSTALL 133.5 133.60 150000 GALL�N o0 00000° PRECAST °00000 a o ooO oO o0 op p0 p0oo REROUTE °000 0°000°°0 °op0o°o o°ap0 SEWER LINE ��p���. �Q° �� 132.90 boo a o0 o DRYWELL o 00 0 0 0 TO .THIS 132.63 °000 000000 °00000 aoo ElrvarloN REFER TO DETAIL BOX 6 in SOL ABSORPToON 132.80 STONE. 133:15 BASE 132.50 ������ —REFER TO 6 in STONE BASE p 16 ft 5 ft 5 ft DETAIL BOXLo NO GROUNDWATER BELOW if 130.50 MOTTLING OBSERVED 125.50 SEWAGE DISPOSAL SYSTEM PLAN 29 APPALOOSA WAY MARSTONS MILLS, MA JUNE 5, 2019 ETE-4390 PG 2/2 I