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0014 CAPTAIN STUDLEY ROAD - Health
14 Captain Studley Road Marstons Mills A =:126- 46 - - -- - r TOWN OF BAR.,�NISTABLE LOCATION I:r/�/ C,9 r T A-1 SEWAGE #02 a/O-4123 VILLAGE 01,04-0OAL2 1,4?1 L LS ASSESSOR'S MAP & LOTA -42G INSTALLER'S NAME&PHONE NO. P45 7-0,0,r SEPTIC TANK CAPACITY l j 1,)® LEACHING FACILITY: (type) (size) NO.OF BEDROOMS-1 vv% 5?�A +�ox BUILDER OR OWNER M L C 4 n-419W PERMITDATE: 1144®11 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) Feet Furnished by y`1 ` r No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplifation for Misposal 6pstem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or of X0.t Own)er�'s Name,Address,and Tel.No. Assessor's Map/Pare/,/I'� Installer's Name,Mdress,and Tel.No. Designer's Name,Address and Tel No. 1° I Type of Building: Dwelling No.of Bedrooms . Lot Size 000 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alt tn (As eri n when applicable) p 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 th<Enviro a CT ode and not to e the system in operation until a Certificate of Compliance has been issued is Board Sig ed" P Date Application Approved by Date 0 Application Disapproved by Date for the following reasons Permit No. Date Issued ----- - - ---------------------- ONo. Fee (9 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes ..PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS r � k , J r Rpplication for Disposal.6pstem Construction Permit Application for a Permit to Construct Repair( ) Upgrade( Abandon( ) Complete System ❑Ind ividual Components Location Address or of No.�1 �, Owner's Name,Address,and Tel.No. Assessor's Map/P iaoa NC6/ o-x. C Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Arm Type of Building: �y Dwelling No.of Bedrooms Lot Size 00 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs orAlt actions(Ans er when applicable) D 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 Enviro ental C d and not to ,1 e the system in operation until a Certificate of Compliance has been issued is Board a t Sig ed� (' Date ! �/ Application Approved by ;// Date Application Disapproved by Date for the following reasons Permit No. ..� '-� Date Issued j f! THE COMMONWEALTH OF MASSACHUSETTS out ����� �(r.�tC BARNSTABLE,MASSACHUSETTS Q 4�x Certificate of Compliance THIS IS TO CEPIFY, • at the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by i fl`e at � -�y p / � ,leas been construc"inacca3 with the provisions of Title 5 and the for Di posal System Construction Permit No. . Installer 11 Designer #bedrooms N/I'- Approved design flow. A)/,l- gpd The issuance oft is perpit shall not be construed as a guarantee that the system wi 1�fc tion as designed. Date Inspector ----- ---------------------- - -j------------------------------------------- ----------------------------------- ------- No. Fee --� f- THE COMMONWEALTH OF MASSACHUSETTS O PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS disposal .ipstem Construction Permit Permission is hereby grante P CosXt ® pair( U r de( Ab on System located at 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 ompleted within three years of the date of this permit. Date Approved by TOWN OF BARNSTABLE LOCATION /y �T. sS7—cr�� _SEWAGE # VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO.18o�e vSEPTIC TANK CAPACITY LEACHING FACILITY:(type) (sip) NO. OF BEDROOMS �'' PRIVATE WELL O 'ICI UALIC AW T BUILDER OR OWNER DATE PERMIT ISSUED: J3' DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No !. Y� +y � I r .� �� !Y No._-iL�: �Fj Fzic d THE COMMONWEALTH OF MASSACHUSETTS BOARD F HEALTH ..............OF... •-••-••---................... ......T------•--.._..._....._..._......__....----- Appliratiun for Disposal Varks TonsU Jinn Errant Application is hereby made for a Permit to Construct ( ) or Repair 0<) an Individual Sewage Disposal stun S.1....yat: .;. - . ...� .. ....... _...f�.1 ��...---•------ ... ............_......------ -..-_ _.__. __..... .. _---___..../y`:�..- n• dress .. ...................._... !._.... , Io No sar.:.... � i Owner ess a .... -. ... ..---•---- ....-•--•----•------ Z ••------------------ ............• d _.. . D Installer Address Type of Building Size Lot..�1a___.....Sq. feet V Dwelling—No. of Bedrooms............... ......................Expansion Attic ( ) Garbage Grinder ( ) Other—Type T e of Building No. of persons............................ Showers f� YP g ..........................•- P ( ) — Cafeteria ( ) iW Other fixtures .._._..-•-•------------•••---•__.-•.................... W Design Flow............... ,``. ................gallons per person per day. Total daily flow........... ....................gallons. WSeptic Tank—Liquid capacity` __gallons Length________________ Width................ Diameter..........._.... Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area...................sq. ft. 3 Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. x Other Distribution box ( ) Dosing tank ( ) 0.4 Percolation Test Results Performed bY.......................................................................... Date........................................ ►a Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Gig Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a -------•-----...--•--__..___...•••..... . -• •---.v...............••- 0 Description of ~_.. - ... .... U �.../...7... ,��'.... •-•-----•--.......•.....................•--•--•-----•-----•-•--•----•--•--......................................................... .....................•--•----•-----•=--•-•---•••-•••••--•---••----•---•-----•-----•••...._....._..._--._...._ ...................................... - -- ---. - U Natu •Qf RRepairs or Al erations—Answer when applicable-•-• �•- -.._ � �.... �y : L•: c-?dRC1 Agreement: The undersigned agrees, to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iI'U 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been ss d by the ard. f health. Signed. '/ Date Application Approved BY •-- -'^Ga��.: �-� Date Application Disapproved for the following reasons:..........................................................................................................--- ................................•----••-••••-•-•......_.......-•-----•---••--•--•--•••--------------.........._.._...........•--•....••----•••---•-•----•-----•-••-••-•...._........__----••-•-••---•-•- 17 Permit No....._ - ` � ------ - ........ Issued..................................................ate ---------•--- -_____•................au...._ Date No._ /...... Fss_Z1 M4 THE COMMONWEALTH OF MASSACHUSETTS .--� _ - BOARD OF H EALTH ..................O F.................._................ ................---........ ...... - Appliration for Disposal Iforks Toul triutiori Permit Application is hereby made for a,Permit to Construct ( ) or Repair ` ) an Individual Sewage Disposal System at: � �.r........ _... 1<- -----------•-- ---- -------- ---.-.-----. �.. ...._._-._.. Loca o2�d6 Q dress r / r - � W .............. v . ..�..., ds Owner Address Installer Type of Building Size Lot._ -Z1 �--.Sq. feet aDwelling—No. of Bedrooms................--:;........................Expansion Attic ( ) Garbage Grinder ( ) t aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a Other fixtures . -------•-•---....:. WDesign Flow................ ................gallons per person per day. Total daily flow.---.-.-.-- d....................gal WSeptic Tank—Liquid capacity/__gallons Length............... Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.......!............ Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No..................... Diameter.............--..... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) �. ,Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch tiDepth of Test Pit.................... Depth to ground water........................ fit Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water..:..................... x ................................ . O Description of Soil_.... !� -�'t . c .. ... ._../�lAr-+� ...__...._ .. ����.._.. w ---------- -e; -•---•-------------------------------•----...-----------•..._.........---_..._ ....-••--••-•-...---•-•--••-••. U Nature of Repairs or Al erations Answer when applicable � Q ► . 7 ,l # .� .......... ___:.. K ------- -------------------------------------------------------------------------------- 'Agreement: .JF � The undersigned agrees to.install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT1S 5 of the State Sanitary Code— The.undersigned further agrees not to'place the system in operation until a Certificate of Compliance has bee''ss ed by the board_of health. .. Signed- y1 ..... -- --- c�tiX Application Approved BY---...... = > = .................................. / - tc. �+ ate { reasons.: ----------------••------------•---------------•-.........--------------..........---......._•--•--...... -•• _... --- =------= . ... Application ><sapprove or.t e''oflowang -----'..-;;:......_........:..---...............--••-•--•--•--•----------•---...:....-----•--•--....------••-------- -1-^ "--7r_-� Date Permit No..... " ............ "q Issued--------------- -----•-----•••..................__ Date THE C MMONWEALTH OF MASSACHUSETTS `L BOARD OF HEALTH *� .............OF.... , ..<..........................-..ea...................................... 01rrtif iratr of Tomplionrr THIS IS TO CERTIFY, That thA Individual Sew ge Disposal System constructed ( ) or Repaired (,A<y by..................... _!- -- ------------------------------------------------------...............------------- has been installed in accordance with the provisions(O'1TLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.._.__��':..����__..___. dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE......, .. . ._`" � ^'...... � ................... Inspecto ' .'. ......... THE COMMONWEALTH OF MASSACHUSETTS t�-- BOARD OF HEALTH Q9 ! ;/.... ... ................OF........................... ..._..............-••---............. No.. G - FEE Disposal rku Tonotrurtiun Per it Permission is hereby granted............. .a........ ( . ..............�.............................................. to Construct ( ) or Repair ( ) an Individual Sewage Dis oral .ystem at No.: ,� / r .:.r ,�I;iiw��:._ ......... ,� �, ............ Street 7� as shown on the application for Disposal Works Construction Permit Now, .:1.:,dr..... D'ated.......................................... . - .................................... f .................................................. Board of Health DATE.................. . _.w�,�:... � ............................... AsBuilt Page 1 of 1 TOWN OF BARNSTABLE LOCATION 6.'77 SEWAGE # Oslo VILLAGE ASSESSOR'S MAP & LOT /moo-3;14 INSTALLER'S NAME PHONE NO.,80re;'�' p$939 SEPTIC TANK CAPACITY LEACIi1NG-F ACILITY:(type) size) NO. OF BEDROOMS 3 PRIVATE WELL O UBLIC WAT� BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No v� I http://issgl2/intranet/propdata/prebuilt.aspx?mappar=126046&s... 12/13/2010 LO• _C Idyl', SEWAGE PERMIT NO. V VILLAGE .. d INSTA LLER'S NAME & ADDRESS cf BUILDER OR OWNER r e,07, /js'®�y DATE PERMIT ISSUED DATE ' COMPLIANCE ISSUED F_17_ .76 !q MEMNON No....... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALT �-' ------------------ O F........ . ---- ` Applira#ion for Uhipaa�al orkg C ontitrurtion rantit Application is hereby made for a Permit to Construct (A-5-or Repair ( ) an Individual �Swage Disposal S y:st.7, a .................. ... . .. Location-Address / o; No. Owner ....................................................... Adress Installer Address QType of Building Size Lot.................... .....Sq. feet Dwelling No. of Bedrooms___..._.._.�............... .Expansion Attic ( ) Garbage Grinder (�) Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ----------------------------------------- ---------------------------------------------------------------------------------------------------------- W Design Flow............5�..........................gallons per person per day. Total daily flow....yZ-C)_...._..................•....gallons. WSeptic Tank / Liquid capacity�o!�...gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No.................!_. Width............ _._ Total Length.................... Total leaching area....................sq. ft. Seepage Pit No---------/..--------- Diameter__.1&0Qg�1.�S epth below inlet....... ... ..... Total leaching area..................sq. ft. Z Other Distribution box (/ ) Dosing tj� ( �`f ?� Z Percolation Test Results Performed by------ - c( -----............. Date....•:•/.7...._.. ._..... Test Pit No. 1................minutes per inch Depth of Test Pi .. ................. Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit_._' .............. Depth to ground water........................ P4 --•-•-. E�. .--- -- O Description of Soil/ i _ - ...------ V .............................../1... --..... ---------•--- .... E--- --------•-•----------------------------•--------....................--------------•---. W -•----•------------------------------------•----•------•-•-----•------------------•---•---•--------•----•---•--------•--------------•----------•------•-•----•--------•--------••---•-•-••----•-•---•--- VNature of Repairs dr Alterations—Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of LI'iIE p 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Sig d... ........ .- ` Date Application Approved BY._._.___ _ ._ ..k....4..._....�...k..l........e.......................................................................................I............ �._"._�� - - Date Application Disapproved for the following reasons_---_...................._............................................................................................. ..............•-----...._....._.....--------••-------•-•-•-----....---•--.._.........._......------------'------------.........................•..----•----------•--••--•---------------•------••------- Date j PermitNo......................................................... Issued._.. -------------------------- Date No.-••-••.....��...... , FRx..�`.....'�.`.:.. :�....... • ti THE COMMONWEALTH OF MASSACHUSETTS BOAR® . =F HEAL,T .............OF....... ------------------------------ , pptiration for Digp.aiitt1 Mirkii Tonstrnriion Vamit Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual ,' wage Disposal systt: .._......- ...................... LOCBtlOri-rr Address. .. r d. •fie SF s �i `..r t . �V ✓' /�na?r ��.�........................................ °. — r ............ rr Owner Address Installer Address Q Type of Building Size Lot............................Sq. feet Dwelling —No. of Bedrooms........... Expansion Attic ( ) Garbage Grinder (d;W) Other—T e of Building No. of persons............................ Showers — Cafeteria QP Other fixtures ................ ........... W Design Flow..........."..........................gallons per person per day. Total daily flow.._.�':---:_---•-•--•_--•-------•--•-•.---gallons. WSeptic Tank ` Liquid.capacit/.!P ...gallons Length................ Width---------------- Diameter---------------- Depth................ x Disposal Trench—No..................... Width............... . Total Length.................... Total leaching area....................sq. ft. t : Seepage Pit No.........I.......... Diameter...Zk.f 0y,-"'1.. epth below inlet...... ..¢..... Total leaching area..................sq. ft. Other Distribution ..._. . ��.. . . G - 17 Z ibution box Dosing task W 1/1 ra .• Date Percolation Test Results Performed b Test Pit No. 1................minutes per inch Depth of Test PiY.._................. Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit ............. Depth to ground water........................ O Description of Soil.... 1. -r �� € ................ `�-�1 -- --••-- �1� } -� W •• •-------------------------------------------••--------•--------------.............I 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 Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Sigd y-41........................................................................... .......................... Date�� � I .��r...--- ........ Application Approved By....... .,...`... Date Application Disapproved for the following reasons:--..............................•--•-------------- ............................................................ ---•..............•.........----•....----------••••-•------...........---•---------------•----•----------._...------------......--------•-•------------------------•-•-•------•--•--•----............... Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �i.....,....OF............Z�!*�'r� '' -r:...................................... �rr�ifirtt#r ,af f�oiYt��ittnr�e ��,,.--THIS IS T01 RT�.l Y, That the Individual Sewage Disposal System constructed ( ) or Repaired b ( ) Y.. -...... r,�.... rst has been installed in accordance with the provisions of h -r'1 of he State Sanitary Code as described in the T '� CJ----`-------... dated__-4,' e'4..`.__!' . application for Disposal Works Construction Permit �t�.,_=_':.....�.____.__._... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFA:ONWEALTH RY. DATE................................................... --•-•--..•... Inspector.................................................................................... THE C OF MASSACHUSETTS BOARD F HEALTH No................... FEE........................ t V ytp on ion rrm Permission is ereb ranted..... ....Y g +._..... (• ' =.............................................. to Construe ) or Repai ( i) n I vi. `1 Sewa"e ispQ Syst ,�/ atNo.. 1. hrr / ":✓.-.................................................. - Street as shown on the application for Disposal Works Construction Per o:....... .....'L ed....�../�' 7� ------------ --- Board of ealth DATE------. /// FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS r p ' PROPOSED ADDITIONS AND RENOVATIONS TO THE MCCARRON RESIDENCE 14 CAPTAIN STUDLEY ROAD MARSTONS MILLS, MA O ® SCHEDULE OF DRAWINGS CI COVER SHEET I OF I CERTIFIED(EXIST.CONDITION) PLOT PLAN BY 551-GROUP 5P.1 ARCHITECTURAL SITE PLAN ALI FIRST FLOOR PLAN/ROOF PLAN A2.1 EXTERIOR ELEVATIONS - - ® ® ® ® ® A3.1 EXTERIOR ELEVATION, INTERIOR ELEVATION, BUILDING .��� i SECTION 6 DETAILS u i SO FRAMING PLANS AND FOUNDATION PLAN i # i 51.2 STRUCTURAL DETAILS EI.I FIRST FLOOR REFLECTED CEILING PLAN/ELECTRICAL PLAN Ng�EREO FE� ARC,y ARCHITECTS �e�' QPUI BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC, 203 WILLOW STREET SUITE A YARMOUTHPORT,MA.02675 y No. 7789 Ijj TEL. (508)362-8382 FAX. (508)362-2828 p YARMOUTHPORT, J `T °FMPS�P ISSUED FOR PERMIT / CONSULTING CIVIL ENGINEERS .' BSC GROUP CONSTRUCTION $ 349 ROUTE 28 STREET,UNIT D,W.YARMOUTH,MA.02673 ® ` _ • 8/29/2016 s TEL. (508)778-8919 FAX. (508)778-8966 � r R t Lx_ .. - STAMP: ^' * O REVISIONS: �a LOCUS INFORMATION NO. DATE DESC. RACE LANE ?o " CURRENT OWNER: THE McCARRON REALTY OVERLAY DISTRICT: GP - ESTURINE _ .. LOCUS d O TRUST OF TITLE REFERENCE: DEW BOOK 1 3116. PAGE 29 NITROGEN SENSITIVE _ IAPTAIN 00 N ZONE: ZONE II _ RJAnEY w PLAN REFERENCE: PLAN BOOK 274.PAGE 34 FEMA FLOOD a ZONE DISTRICT: ^C", DATED 8/19/1985 z ASSESSORS MAP: 126 PANEL#250001 0015 C _- '{ rQ- PARCEL: 046 MINIMUM LOT SIZE: 87,120 S.F. UZONING DISTRICT: RF SETBACKS: FRONT 30 EXISTING LOT SIZE: 20,000 S.F. SIDE 15 EXISTING LOT COVERAGE: 1,477t S.F. (7.4R)' 28 REAR 15' _ C m N w Q �N LOCUS MAP I CERTIFY TO THE BEST OF MY ' NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION C AND BELIEF THAT THE'LOT CORNERS, ma 5? \ DIMENSIONS AND SETBACKS TO THE O . \ STRUCTURE AS DETERMINED BY () INSTRUMENT SURVEY AND AS SHOWN ON \ THIS PLAN ARE CORRECT. Z \ \ LOT\ c�z \ o� \ 3= t \ LOT 4 ~ Cr ma 33g PROFESSIONAL LAND SURVEYOR DATE o \ p� CC" SHED \ z o O w Q ] O lC CERTIFIED w PLOT PLAN p C) >- v; LOT 10 'SO' z �nLU AT W LLI LLJ 0 cJ ry6� I \ 'O/ � = C � G LOT 11 5 OVERED Pia / J14 CAPTAIN 0 z PORCH �� DE« v, r� ' STUDLEY ROAD > z O p z z \ / IN VD C' Q O 2 5T RY WDGU I / MARSTONS MILLSAME Oz U Q Q R 1 ' POPF-_7Z5 CHo EYJ / MASSACHUSETfS 1= U U (BARNSTABLE COUNTY) covm / ErER 0 � I / PORCH J9 �" GAS �.'/ ', / DECEMBER 12, 2013 GTE POLE DTLE: LOT 9 ,S BASIN ::, PREPARED FOR: CERTIFIED Mr. RICHARD FENUCCIO (EXISTING CONDITION) BROWN, LINDQUIST, FENNUCCIO PLOT PLAN �TC/� `�� c & RADER ARCHITECTS, INC. /f 9gCe` 203 WILLOW STREET, SUITE A eoueo�„`^ `���� MTh' �f7 - YARMOUTH PORT, MA 02675 FOUND '�' ':� ---- ' &r.Elo warm DATE ISSUED: tIRlIF7`� HYDRANT �-t POLE ss BSC GROUP. 8/29/2016 nos, 22 REVISIONS: • o SBS'� �� �e)ate CONCRETE 'CONCRL'1E �E S 90UN0 kiOINU 349 Route 28,Unit D FOUND FOUNL` &HDn VVestYannouth, Massachusetts Q &HELD 02673 5 L-37g' S08 778 8919 CJ 2013 mn BBC Gm-Ins. 5CALEY - 20 0 5 5 10 DRAWN BY: 0 10 20ao _ /�g"°� PRDJ. MGR.: CRAIG FIELD PROJECT#: FIELD: P. HACIST CALC./DFSIGN' K. HFAIY T)RAWINGMD.: DRAWN: K. HEALY AND CHECK: CRAIG FIELD �Zv ^ CONCRETE / FILE: 981 0-EXC.OWC ®� i Erl-.h V .. fr: BOl^10 G - Fcuso� DWG. N0: 6228-01 as &HE_L / OB SHEET 1 OF 1 J . NO: 4-9810.00 y L Or" ARCy�r 0 No. 7789 w „1 YARMOUTHPORT, JO M Np P 126.00' c Ll, - - - - - - - - - - - - - - - - - - - - a I Iz U 1 I z i I �z z U a EXISTING - AM I I OU c 5H ED I m Q 1 I --- APPROXIMATE EXISTING -SEPTIC SYSTEM LOCATION- 1. 1 I "% SEE PROPERTY SURVEY Yr i o of d o 2Dn1ng Analysis Summary..... ---------- 1( I ;2' ,l Name/Owner: (Addition&Renovations to the McCarron Residence/Laum McCarron 1 I Pro Adtlress: id Ca lain Studle Road ! � r Ma &Parcel Reference: Ma 1D/Panel o46 (Peron-line 0.ssessoYS lnforn,alien 801dim Use G. ' IR-Residential • APPROXIMATE EXISTING I I - Zuni By-L—Refereroe: rnwnofaarrstabie General Ordlcapcex,Cnapterzac-xe2nr. Site Plan Referen LINE OF CLEARING ce: I C.n Zoni District: I'aF"Pesident:al (Par milre•�n2om:N;M,p Z Q +Flood Plain 2UnemlGtrlcc 'N/A O LU . I I AAowed Uses: Isinr:e Famny l>—Mr,loetamed1 ke,xinr ar aooma,Rcrse swwinR IPerszaala / ` Q 1 ,Applicable Overlay Dlstriol(s: Grpcpdvialer We;ettien OsrerlaY Dis:d<t/R.espurce RotecV:an Overlay D!triR la?ee} lJ O Q NHESP Appliciibifity area no macped er National xeri:a eonnne map S . PROPOSED FAMILY LZI..I L ROOM ADDITION Zonin Issues Re u s)lBY-Law Ref.l Existin [Comments O 0 } C.n r� • Area&Bulk Regulations: rrerte i Z (/'J J-—1 (4) EXIST.TREES MinimumLolSi2e: aa;sazF. §uala sz,lxcs.c.;s 2anos.F. �Frisdngron-wnfa:minRmea:uon LU LU LJ J t I TOPBE REMOVED, ` vir_d is aPOG I Ly = Ly _ M rilmun Lot Width: N/A Feet §26a10 Iep ]2i Feet p r' ji = MinimumFronlae: I leoFaet 1§2.. ]2s+eet I ilk ' 7° *---------r = r; •••: Mn. ront Yard SeLLaack', ao Feet §uala s]Pe z O O Z I ' \l Z M,Side Yard Setbacks: Is Feet 4 ra2a sz Feet O 1 I '„ate ® Ij .—,•�I I 1 Minimum Rear Yard Seteack: liFeef I§xeala sa Feet Cn co 1 i Ntinfm Rn Glen S -11-r w i Requiremanls: pa I I O U Q Q Z xl _________ _ Maxim •y c r I I i - y, um Btrildi Height Isc ft.It 1(cr2:tortes)•=n:aneva.islass I i LL2Q I h Defiriticn ri distance hom the grade plane:p d:e aveaae - W,ch of the Heig nlghxss rop'plane tF.a:also nas Me highest a Z I Illy y'...-..."m.....r8•• i ..r•'.:'._'. 9 ddaeline. - f r •s S 1 n , Maximum Lot Coverage (oFOo;Unlesilneapalican:demors!ra:es thataurr:naff 2012 S.F. IPmposed Pmppsedsv!Padp Q v 1 '— 1 Is rechardtd pn site,n•more d,an 15—z,SW scaare Io.RK ]3eSS.F, W I r� �`� fest,v.•!ricnevarisareater,o:'J+s w:al area of anY tat 32% small be 2 nderedimperAous Wherns.ai!attonof _ I_ bpildipas,stnr�au2s and paved sprta:es. I EXISTING DRIVEWAY, I I Maximum Building Coverage acermp2.R:ee.space ofnot less tna,:IC tee:ie wield, WALKWAY TO REMAIN - 1 small be arcidea,roan space to to aiantze and - 1 NO CONTRACTOR USE I rtainea asfi2enareaanaa ba biker.aPlYeC arroat 1 I _ OF THIS DRIVEWAY � � I 1 and byedrvewaY I DURING THE WORK __.... ... D ... .. l:xers,anC r,.narf:ro-mrma R by d t rE,n amwf P TITLE:Special OVflavDlstrlol REg datlos PmnOr . trtcr Tord R et e.... xadaces T redr..e�I a en loadmR Pgraund a and rszi2l , . I eateayme,u. 1 SETBACK f .._ ...... ........ .............:._. ... ,...__............_........._._.._..__.._. .._..__._.. ..._.._. ...... ._......_.. .... ... .... .... ARCHITECTURAL 1 I Q i noMaxa:devs.cpmpa;IOle land us nnhir.•Eraunduaterre[narY.e a2lasnaslnc�te gain�.a351fa:e pY-ce,.ran_CP. L — — — — Exlsr SITE PLAN SET-BACK Lull LINE 3 1 �'• o o w 1 DATE ISSUED: 1-w F w u, I 8/29/2016 to REVISIONS: X� O wp O to - � I � zoDw 1 m N R 1 w�a �QOO - - - - — — - - 125.00' — —•T - - — -- .. § DRAWN BY: SW f' 2 ^� •� - PROJECT#: R DRAWING NO.: a9 C A P T. 5 T U D L E Y R O A D s �ARCNITECTURAL SITE LAN INFORMATION SHOWN ON THI5 PLAN WA5 TAKEN FROM A CERTIFIED PLOT P PLAN BY BSC GROUP, INC. DATED DECEMBER 12, 2013, REVISED TO SHOWs PROPOSED BUILDING AND SITE ALTERATIONS az , L ROOM FINISH SCHEDULE �pQpULFF���\`�`' waus z o ROOM FLOOR. CEILING REMARKS GENERAL SPECIAL �L, 7789 z _ FAMILY ROOM 3}'T 6 G RED OAK STRIP, STAINED/ }° BLUE BOARD W/VENEER __ }" BLUE BOARD W/ VENEER ALL PAINTING WORK BY A UTHP Oj e POLYURET14ANED 3 COATS PLASTER (SMOOTH), PAINTED PLASTER (SMOOTH), PAINTED OWNER (NOT IN CONTRACT) �J EXISTING LIVING ROOM EXISTING TO REMAIN EXISTING TO REMAIN PATCH EXISTING WAINSCOTING, ALL PAINTING WORK BY HAIR RAIL 4 FLOOR AT NEW DOOR OWNER (NOT IN CONTRACT) P�' kA OPENINGS I.. INTERIOR TRIM AT THE NEW ADDITION AND AFFECTED AREAS OF THE EXISTING HOUSE TO INCLUDE. • ' A. WINDOWS AND DOORS TO RECEIVE I X-4 POPLAR CA51NG ALONG WI/ EXTENSION JAMBS AND I X BULLNOSE SILLS, AS REQUIRED. w m B. BASE 15 TO BE 7{" HIGH POPLAR SPEED BASE TO MATCH BASE IN SUN ROOM. C Q iE C) C) • EXISTING HOUSE WORK LIMIT AREA T;� /- / --- --- /-\ C) \ / r �C) 1 zt= �s EXISTING EXISTING I 2 EXISTING ANDERSEN WINDOW5 SCREEN PORCH DECK I nULEED TGYETHERDULE) I)Alr�2- 16'-O" •ANDERSEN ALUMINUM MULLION ® ■EEC " 'EXISTING 5 BUKUEAD I 36' ICE t WATER SHIELD 9E� NEW ADDITION -AT EAVES AT IB"AT ■� WALL/CHIMNEY, I I - I TURNED UP 6"MIN. Ex EX NG EX I Y ` .W / \•v cIGO RELOCATED E IST -FROM EXISTING HOUSE TO THIS E EX 41-11,X 84' K EP FRAMING 2"MIN. /AWAY FROM F•P SIDES 1 . WALL AND PROVIDE NEW I X 5 I I 03 \ / % _ CELLULAR P.V.C.CASINGS AND \ AND 4'MIN.AWAY / / B I �//�� STORK SILLS, PAINTED EX a O I O -FROM BACK OF F_P. \ 4�� I AT RIDGE AND HIPS z �I Lo ON -� \ �\ I ASPHALT CAP SHINGLES WILT--\ I EXIST. I I I 1 O 0 EX ;---r-Dw-ti�---- LIVING ROOM SHE Es 1 "; I ` -- O _ Illuuuullll LINE OF TRAY CEILING I I ASPHALT SHINGLE w Q U FIasT Ftmeh V.I.F. I p ABOVE I I EX115T NG FING TO MATCH Q z C EXISTING REMOVE EXISTING %�� I FAMILY ROOM I ? o / 1 L1J } Ex SUN ROOM Q0 EXIST. KITCHEN A�NDE wlNoowSD.aWOL Iwo I I5'-6° x 17' i o W a/ I I I O � J J EXISTING TREES TO (-N W-V X 14' REFRIG RELOCATE AT SIDE I FIRST rr I / w BE REMOVED(4) I LINE OF WALL LU W LL.I 0 EL->3.5' . ELEVATION OF NEW _ I I / �� __ I BELOW ADDITION. INCREASE WILT-IN I __ I F— �— I _ OPENING SIZES FOR I I � - \ \ / / I PRE-FINISHED ROLL � z UP NEW DOORS SHELVES / �\ \ \ / / I 1 FORM ALUM.GUTTER Z O O Z -- ------\ \ �� \I / Q c/) Q O EX EX EX EX I // / al \/ \\\ ., m - I CL DN = 1 —————— r , / `�\ \\ O ? ® \o o l/ // /Af \\ 0 • I EX15T.BRICK • • �// \�/( I r I I `\\ \ PR IDE NEW I6 OZ.ZINC COATED STEP I I / // I \ I COPPER FLASHING5 AT WALL AND 3"X 2°ALUMINUM 0 µ _ {�I I I / •� CHIMNEY.REMOVE AND REPLACE DOWNSPOUT DOWN Q ILL___________ __L �I-_ \\ I// I EXI TING SIDING AS REQUIRED TO RUN TO SPLASH BLOCK -' EXISTING GAS METER �\ =--- dy BELOW, TYPICAL AND WATER METER TO I --I-- FLA5HING BEHIND SIDING 6 -t- i UND RLAYMENT BE RELOCATED TO I / \��� I EXISTING DRIVEWAY, I // WALKWAY AND SIDE FRONT WALL OF NEW ENTRANCE TO REMAIN DITION FULL DEPTH GRANITE TITLE: STEPS/LANDING SET IN MORTAR OVER B"THICK 1 I 0FAI"I LY R001'1 ROOF PLAN CONCRETE PAD-SEE I - - DETML _ SCALE: I/4" = FIRST FLOOR PLAN AND I i I FINISH SCHEDULE 1 EXISTING DRIVEWAY, WALKWAY TO REMAIN ' `• ; GENERAL NOTES: DATE ISSUED: NO CONTRACTOR USE 8/29/2DT6 OF THIS DRIVEWAY I. CONTRACTOR TO ADAPT THE EXISTING FORCED HOT WATER HEATING DURING THE WORK I SYSTEM TO INCLUDE A 47H ZONE TO PROVIDE HEAT TO THE NEW FAMILY REVISIONS: EXISTING TREE TO ROOM. CONTRACTOR TO FURNISH AND INSTALL ALL PIPING; BASE BOARD. SCHEDULE OF ALTERNATES I REMAIN HYDRONIC HEATING UNITS, ZONE VALVES AND RELATED CONTROLS AS I REOUIRED FOR THIS 4TH ZONE. R ALTERNATE NO, I: PROVIDE BUILT-IN BOOK I _ G SHELVES IN THE FAMILY ROOM, ON EACNSIDE OF _ 2. ALL DIMENSIONS SHOW ARE FROM THE EXTERIOR FACE OF EXTERIOR WALL 'THE CHIMNEY, AS INDICATED ON THE DRAWINGS. I I FRAMING TO THE CENTER OF INTERIOR PARTITIONS OR WINDOWS/DOOR5 3 I CONTRn�TOR ACCESS DURING I 3. ALL PAINTING WORK THROUGHOUT THE PROJECT TO BE BY OWNER- NQT, _ IN CONTRACT. LE CONSTRUCTION WORK - I AREA TO BE REGRADED, - I E - LOANED AND SEEDED UPON jg I COMPLETION OF THE WORK DRAWN BY: SW .A 5 I I PROJECT;r: • " O I DRAWING NO.: EXISTI3 FIRST FLOOR PLAN D GpuONUS I ;y TOTAL NEW AREA. I - I, - C3' • FAMILY ROOM -288 G:S.F.. A ] . vA 1 L = r y,,o L No. 7789 w s YA OUTHPORT, CO EXISTING ASPHALT SHINGLE y MA ROOFING SSP f,4( 4 12 i' TI. STUCCO COVERED MASONRY - ASPHALT SHINGLE ROOFING CHIMNEY - PROVIDE NEW I6 OZ,ZINC C gym„ . COATED COPPER FLASHING AND TO MATCH EXISTING w o PA CH/REPAIR STUCCO TO MATCH Q EXIT. - SEE DETAIL ASPHALT CAP SHINGLES AT C m RIDGE AND HIPS 6> 1 s 0 iE 12 ROLL FORM ALUM,GUTTER 6 ON I X B CELLULAR P.V.C. - FASCIA, PAINTED w LL ® 10' P.V,C FIXTURE BLOCK, TYPICAL - z OWNER'S CLAPBOARD COURSING PER p a^ FIXTURE SELECTION Z U a I X 6 CELLULAR P.V.C.CORNER Z c of BOARDS AND TRIM, PAINTED 'F CLAD WOOD FRENCH DOORS W/ C C _ IX 6 CELLULAR P.V.0 CASING, C�Q PAINTED QCE� __ � FIRST FLOOR ■� PRE-PRIO t'1ED RED CEDAR CLAPBOARD SIDING AT 4"±T.W, _ ■� PAINTED TO MATCH EXISTING - - I I EXIST, CLAD WOOD I - I L ------- - J I I WINDOWS - TYPICAL I EXISTING BRICK STOOP WRAP INSIDE CORNERS W/ I T,_0,� r�CONCRETE FROST WALL ON I I AND WOOD COI FRAMED I I AND T STRUCTURAL E DRAWINGS iCE 6 WATER SHIELD PRIOR I ________ ___ -FRAMED ROOF TO SIDING APPLICATION , EXIST. CLAPBOARD SIDING - _ (3)NEW GRANITE STEPS W/ LANDING ON CONCRETE PA AT 4"± 70 THE WEATHER I I I D- N - PROVIDE WROUGHT IRON z RAILINGS, PAINTED O L.LJ U p Q EXI5TING PORCH EXISTING HOUSE TO REMAIN NEW FAMILY ROOM ADDITION \ IZ LV TO REMAIN FRONT `/SO UH L T PI WINDOW SCHEDULE O w � J CJ_ SCALE, 1/4" = 1'-0" ) - SIZE 0 ~ z G MARK - Manufacturer Model TYPE NOTES WIDTH R.O. HEIGHT R.O. Q O O z Z MULL EXISTING WINDOWS O (2) EXISTING ANDERSEN WINDOWS - TOGETHER WITH ANDERSEN AA REINSTALLED TW20410 TW DH 4'-7° 5'-I° V-NOTCH GUSSET PLATES 6 Z (( EXTERIOR TRIM STRIP B EXI5TING ANDERSEN WINDOW - TW20410 TW DH 2'-2 1/2" 5'-1° -- O U Q Q REINSTALLED 1— 5U U 7- REMOVE AND SALVAGE(2)EXISTING EXISTING ANDERSEN WINDOW - DOUBLE HUNG WINDOWS AT TH15 END > C REINSTALLED TW20410 TW DWI 2'-2 1/2" -- Q OF HOUSE FOR RE-USE ELSEWHERE. ' INFILL OPENINGS TO MATT.EXISTING _ _ - AND PROVIDE NEW CLAD W00D - - ' 12 EXI5TING STUCCO COVERED D ANDERSEN 400 SERIES CI4 CASEMENT 2'-0 3/4' 4'-0 1/2" -- WINDOWS(SEE WINDOW SCHEDULE)W/ �4 MASONRY CHIMNEY TO BE - I X 5 CELLULAR r V,C CA51NG AND FLASHED TO NEW ROOFING W/ E ANDERSEN 400 SERIES CI4 CASEMENT 2'-O 3/4" 4'-0 1/2" -- SILLS IG LEAD ZINC COPPER FLASHING NI FLASS HING - SEE DETAIL NOTES: RE-SHINGLE ENTIRE WEST I, GRILLE PATTERNS ARE AS TO BE 3/4" SOL, PERMANENTLY APPLIED INTERIOR 4 EXTERIOR W/ SPACERS. ASPHALT SHINGLE ROOFING ' ELEVATION OF EXISTING HOME / - TO MATCH EXISTING 2, NEW WINDOWS ARE ANDERSEN 400 SERIES, WITH LOW 'E' 'SMART SUN' GLASS, WHITE W/ PRE-PRIMED AND TITLE: W/ PRE-STAINED WHITE CEDAR D E SHINGLES(TO MATCH EXISTING) - STEP FLASHINGS AND NEW W.C. FIELD PAINTED INTERIORS, UNLESS NOTED OTHERWISE. - AT 5'±T w, - - SHINGLE TO MATCH EXISTING, 3. ALL CASEMENT WINDOWS TO HAVE ROTARY HANDLES, WHITE, CLA551C SERIES, WHITE FINISH. AS REQUIRED _ - EXTERIOR EXISTING (ORIGINAL) ROLL FORM ALUM.GUTTER 4. ALL WINDOWS TO BE PROVIDED WITH FULL TRU-SCENE SCREENS W/'WHITE ALUMINUM FRAMES. HOUSE ON I X 5 CELLULAR P.V.G. 5. CONTRACTOR TO VERIFY ROUGH OPENINGS ON WINDOW SCHEDULE PRIOR TO ROUGH FRAMING. - ELEVATIONS FASCIA, PAINTED — — — — - SE— C�OND FLOOR AND SCHEDULES WRAP INSIDE CORNERS W/iCE[ - +rT Li .WATER SHIELD PRIOR TO 51DING DOOR SCHEDULE EXISTING BRICK STOOP ® APPLICATION W/WOOD COLUMNS AND DOOR SIZE ROUGH OPENING WOOD FRAMED FRAMED EXISTING WINDOWS RELOCATED DATE ISSUED: ROOF(BEYOND) FROM EXISTING HOUSE TO NUMBER Manufacturer Model NOTES THESE LOCATIONS AND WIDTH HEIGHT THICKNESS R.O.WIDTH R.O.HEIGHT 8/29/2016 PROVIDE NEW I X 5 CELLULAR PROVIDE HINGED INSECT REVISIONS: NEW GRANITE STEPS W/ P.V.C.CASINGS AND HISTORIC 01 ANDERSEN 400 SERIES FWHGMBAPLR 6'-0" 6'-B" 1 5/4" V-0" 6'-B" t LANDING ON CONCRETE SILLS, PAINTED SCREENS AT BOTH LEAFS PAD- PROVIDE FIRST FLOOR 02 TRU5TILE FL1500 3'_0., I 3/4" 3-2 I/2" 6'-B I/2" SEE NOTE 0 R WROUGHT IRON RAILING, PAINTED PRE-5 AINED WHITE CEDAR 03 TRUSTILE FL1500 3'-0" 6'-6" 1 3/4" 3'-2 1/2" G'-B 1/2" SEE NOTE B SHINGLES(TO MATCH EXISTING) AT5'+ T.W. OTE5 NEW GRANITE STEPS W/ Ll -� NEW FAMILY ROOM ADDITION I 1. DOOR 51ZE INDICATED 15 LEAF DIMENSION -OR- BOTH LEAFS FOR DOUBLE DOORS. LANDING ON CONCRETE I CONCRETE FR05T WALL ON. s 8 PAD- PROVIDE I I I FOOTING -SEE FOUNDATION - I ___ _______- _ ________ I PLAN AND BUILDING SECTION 2. ANDERSEN DOORS ARE TO BE PROVIDED WITH LOW 'E' "SMART SUN' GLASS, WHITE W/ PRE-PRIMED INTERIORS, UNLESS S WROUGHT IRON RAILING, rI _ NOTED OTHERWISE. DRAWN BY: ' k PAINTED I `_______________________� I SW rt I I 3. ALL INTERIOR FRENCH DOOR�i AFC TO DC FABRICATED FROM PAINTGRADC Mot AND PROVIDCD WITH TCMPCRCD GLASS. PROJECT#: g I I 4. SEE EXTERIOR ELEVATIONS AND DETAILS FOR EXTERIOR CA51NG ! RELATED TRIM CONDITIONS. INTERIOR CASING TO MATCH -- �p EXISTING HOUSE (BEYOND). EXISTING. DRAWING NO.: ALL`DOORS TO BE PRIMED AND PAINTED, UNLESS NOTED OTHERWISE • 6,"ALL DOORS TO HAVE STANDARD LOCKSET W/ LEVER HANDLES IN SATIN NICKEL FINISH. ALL DOORS TO HAVE HINGES IN A2 . 1 SATIN NICKEL FINISH ag nSIDE (WEST) ELEVATION T• CONTRACTOR TO VERIFY MANUFACTURER'S RECOMMENDED ROUGH OPENING FOR ALL DOORS PRIOR TO ROUGH FRAMING. R� SCALE: 1/4" I'-O" - B. AT ENLARGED OPENINGS IN EXI5TING WALL, PROVIDE NEW (2) 2 X 6 HEADER WITH JACK t KING STUDS AND PATCH/ J - TPTHE EW ENSTDING WAINSCOTING AND CHAIR RAIL, AS REQUIRED. ALSO RELOCATE EXISTING ELECTRICAL OUTLETS ADJACENT O Lqr new A. X II}" LVL STRUCTURAL RIDGE .Ii �.':`;,'�\1,F ;1; \��� � •' TYPICAL ROOF CONSTRUCTION ARCHITECTURAL ASPHALT SHINGLES(TO M 2 X 6 CEILING JOISTS AT W O.C. InEXISTING)OVER TRI-FLEX 30 UNDERLAYMENT -=--_==_= -=_r_______ FINAL LOCATION/HEIGHT TO BE n U f".. OVER a' COX PLYW000 SHEATHING OVER 2 X 10 __ __ -- DETERMINED IN FIELD BY ARCHITECT (y' No. 778;J W RAFTERS W/R-4F CLOSED-CELL SPRAT FOAM _ INSULATION _---_ -- - -__ a"11 A g V TRU T RA YARMOUTHPO CO 12 _________ ==______ SIMPSON H2.SA SEISMIC/HURRICANE - -_--- RAFTER(WHERE RIDGE MEETS M G`Z TIES INSTALLED PER MFR. INSTRUCTIONS 6 ='- ===----- �Z SLOPED CEILING F HI W/ "X 9"STEEL FLITCH P _-=- - _'- -- -- - BOLTED AT 16"O.C.T t B G.W.B SOFFITS, EACH ffll(( PREFINISHED ALUMINUM K-STYLE GUTTER _ __ WITH ALUMINUM HANGERS OVER I X 0 SIDE OF FIREPLACE - SEE r CELLULAR P.V.C.FASCIA BOARD, PAINTED --_ -- ---- - REFLECTED CEILING PLAN CEILING FAN SUPPLIED w m m BY OWNER, INSTALLED ti 1 C .'O•,n I X 10 CELLULAR P.V.C. SOFFIT, BY CONTRACTOR O v I d$ a PAINTED/ I X 10 CELLULAR P.V.C. t_ rc 4 51DED TRAY CEILING -51DE AGAINST 1 FRIEZE BOARD, PAINTED OVER (3) }" G.W.B. (BLUE BOARD) W/VENEER C EXIST HOUSE TO BE FAL5ED IN W/2 X / GYPSUM WALL \ 0 g Ij" X 7#" L.V.L. HEADER N PLASTER (SMOOTH) PAINTED OVER m H 6 FRAMING AT 16"OC AND d_gLUE / = BOARD, PAINTED = \ Q " 1 X WOOD STRAPPING AT 16"O.C. oIDBOARD W/VENEER PLASTER(SMOOTH) II° II" , H d w 1- PAINTED OVER I X STRAPPING FRENCH DOOR(TO / \ FRENCH DOOR (TO Z CLAD WOO GLAZED FRENCH DOORS = _ LL 2 EXISTING LIVING = = EXISTING LIVING RGbI'I; w O ROOM)W/I X 4 / j \ W/I X 4 POPLAR e W/LOW RISE SPRAY FOAM WELL.AT lD w z w u PERIMETER = h - G = CLAD WOOD WINDOWS(EXISTING POPLAR CASING, I CASING, PAINTED Q v o O WINDOWS RELOCATED WHERE SHOWN PAINTED a = _ ❑ Z G (2) 2 X 6 P.T.MUD SILL ON SILL SEALER < d i d 4 ON PLAN)W/LOW R15E SPRAY FOAM OVER G" WIDE X 5"HIGH CONCRETE STEM a = :v w IN5UL.AT PERIMETER TYPICAL 15T FLOOR CONSTRUCTION w _ \ = ALTERNATE I L ED OAK T t G FLWRING(W/3 COAT F" p WALL CONSTRUCTION \ 7'-6}°; HIGH BUILT-INGRANITE STEPS/LANDING SET IN Q p i� 7}"H. POPLAR TO ZURETHANE FINISH)OVER R051N PAPER, BOOK SHELVES, PAINTEDMORTAR OVER B'THICK CONCRETE d' SIDING PER ELEVATIONS OVER}" ZIP MATCH EXISTING SUN _G ADVANTECH SUB-FLOOR GLUED t SYSTEM WALL SHEATHING W/JOINTS \ _ W/RECESSED PANEL ENDSPAD AND PROCESSED GRAVEL BASE ROOM BASE, PAINTEDQD OVER 9j" I-JOISTS AT 16"O.C.W/ TAPED OVER 2 X 6 STUDS AT 16'O.C. rOPEN-CELL SPRAY FOAM INSULATION WITH 5}" R-24 OPEN-CELL SPRAY FOAM m Q WROUGHT IRON RAILING ERMAL BARRIER COATING INSULATION -- -- ;; W/1-I/2"SO.POSTS }%} ND CONTOURED IRON HANDRAIL, PAINTED- •....„ .,. .... ........ ........ ......... ......... ................... .........�,..,.,.. D ...................:::................. ::::;;:;;;:;..... :;;:;;;::: BACK OF L.R. FIREPLACE �`d SET IN HOLES CORED .................................................................... ............................. .......... J6 •..,,,,. :....... ......:. ....:.... :........ ......... .......•• ..,,,..,,, ,. AUTOMATIC OPENING/CLOSING IN GRANITE AND FILL FOUNDATION VENT W/SCREEN W/NON-SHRINK GROUT / / / / / -SUCH AS AIR VENT, INC. WITH 2 6 P.T.MUD SILL ON SILL SEALER 'AUTOMATIC FOUNDATION VENT, WITH J"ANCHOR BOLTS AT 24"O.C.THROUGH MODEL ST2" ''X 3 X 3 PLATE WASHERS /\/\/\/\ \/\//\/\/\/• nINTERIOR ELEVATION AT FAMILY ROOM DRILL AND SCALE: 1/2" - I'- DOWEL 15"LONG a5 O" BARS AT 12"O.C., SET IN EPDXY - \�\��\//i�/�//n/may/i//i 10" 2'MINIMUM THICK CONCRETE DUST gu '\\ E \/�\ SLAB OVER 6 MIL POLY VAPOR L (2) e4 BARS TOP t BOTTOM zLu BITUMINOUS DAMPPROOFING- EXTEND �/••,• BARRIER W/SEAMS TAPED OVER 6° j OF FROST WALL O / Y Q Q .FROM GRADE TO BOTTOM OF FOOTING \ OF COMPACTED GRAVEL lJ 10"W.CONIC. FROST WALL AT FRONT SECTION AND 8"W,CONC.FR05T WALL AT / •••••• •••' / LLl ALL OTHER LOCATIONS ON KEYED 20'X 10" /`\\\��• `\ /� \ \\' O W _j CONC. FOOTING %n/./n/i�/n• v /\//\� (3) 94 BARS CONTINUOUS z G/J _J J IN CONC,FOOTING LLJ LLI LLI Q NOTE: ~ F"- SPRAY FOAM INSULATION SHALL BE z SEALECTION AGRIBALANCE BY z O z DEMILEC, USA WITH AN AGED A BUILDING SECTION AT FAMILY ROOM _ Q I--_ z O THERMAL RESISTANCE OF(R-VALUE SCALE: I/2" I'-0- AT I INCH) 4.45 ft'h'F/BTU OR • SAW-CUT EXISTING (/� < Q 1Y2' FLASHING MORTAR JOINTS TO EQUAL LEG - SET RECEIVE FLASHING z / Y `J INTO JOINT t TURNED UP (CC� F G G oe CONTINUOUS BEAD Q r - EXISTING ASPHALT SHINGLE OF POLYURETHANE SEALANT Q ROOFING A LEAD WEDGES(ROLLED LEAD)TO FRICTION FIT FLASHING IN JOINT EXISTING STUCCO COVERED ASPHALT SHINGLE ROOFING MASONRY CHIMNEY- PROVIDE TO MATCH EXISTING NEW 16 OZ.ZINC COATED TITLE: COPPER FLASHING AND PATCHREPAIR /i n5A W-CUT REG L ET DETAIL ASPHALT CAP SHINGLES AT EXIST. STUCCO SEEDETAAIL MATCH ® EXTERIOR ELEVATION, RIDGE AND HIPS 12 _ INTERIOR ELEVATION ROLL FORM ALUM.GUTTER 6 BUILDING SECTION ON I X 8 CELLULAR P.V.C. PATCH AND RE-PAINT EXISTING FASCIA, PAINTED STU C DAMAGED AS A RESULT OF & WORK P31 16 OZ.ZINC COATED COPPER STEP DETAILS SAW-CUT REGLETS IX 6 CELLULAR P.V.L.CORNER �-"5F FLASHING W(4° DECK FLA AT MORTAR NGE - SET INTO 1,411-', ;-;} JOINTS-SEE REGLET DETAIL BOARDS AND TRIM, PAINTED ® ® ;_- I:I"' {) I I DATE ISSUED: ?Y-,�gtF 15"WIDE STRIP OF ICE t WATER 8/29/2016 EXISTING WINDOWS RELOCATED I)�y.!�; l;i:-E,h_.' SHIELD TURNED UP 6°AT CHIMNEY FROM EXISTING HOUSE TO Y` ='-^^ AND EXTEND REMAINDER ONTO ROOF I -I SHEATHING REVISIONS: THESE LOCATIONS AND PROVIDE s•, GG��-� .,�_ ` NEW I X 5 CELLULAR P.V.C. - T+.�-•.+.�- CASINGS AND HISTORIC SILLS, '1'X f-tI•IF:'+ r PAINTED k FL FIRST_ -.-_OOR_ Is PRE-STAINED WHITE CEDAR SHINGLES(TO MATCH EXISTING) - - - - - - - - - AT 5'f T. 2° MIN. - - - - - - - - - - - - - I CONCRETE FROST WALL ON , I I I I I I I I I I I I I I I II - - - S FOOTING -SEE SECTIONS _I I I I I I I I I I I I - - - - - - - - - - - - - - - DRAWN BY: AND STRUCTURAL DRAWINGS I I, SW ,!< MULL EXISTING WINDOWS - ] ------------ I >!--Z L--Z•t L--] �1--1--1--1--1--1--1--1- -------- TYPICAL ROOF A55EMBLT- SEE PROJECT#: g TOGETHER W/NEW ANDERSEN I I BUILDING SECTION AND ROOF PLAN -- 4j .LOWING MATERIAL -SEE q WINDOW SCHEDULE I I I 15 GAUGE GALVANIZED SHEET METAL DRAWING NO.: 6 I DRAFT STOP, BEADS HIGH E TEMPERATURE 51S OF TANT NEW FAMILY ROOM ADDITION LL i EXISTING HOUSE TO REMAIN SEALANT AGAINST CHIMNEY A3 . 1 c3 {'i FASTENED 644 O OR EQUAL)AND FASTENED TO ROOF FRAMING AND F.n CHIMNEY qa WREAK (NORTH ) ELEVATION s CHIMNEY - ROOF DETAIL I'-O" - La STAMPNit e- --_ WIND REQUIREMENTS 110 MPH, EXPOSURE B ?� O 0 ~ Na. 7789 I EDGE NAILING FULL HEIGHT VERTICAL YARN THPORT, PLYWOOD SHEAR WALL NAILING J I 6 REQUIREMENTS PER ov I NOTE,R (3)Ij"x 74"LVL HEADER 12 FIELD NAILING MASSACHUSETTS CHECKLIST F,q cUPG j� I ALL ROOF FRAMING 15 TO CONSIST BELOW W/(2)JACK STUDS I S jt I OF 2 X 10 RAFTERS AT 16"O.C. AND(2)KING STUDS AT UNLE55 NOTED OTHERWISE ..I EACH JAMB (3)I]'X 9}"LVL STRUCT.RAFTER I CONNECTION SN TO RJ HOLD DOWNS FOR WALL I W/3'STEEL FLITCH PLATE BOLTED C m r I BETWEEN AND WELDED AT RIDGE ZOS 2)710N TO FOUNDATION (SEE DETAIL m N EX EX EX sl.z SIMPSON MSTA49 STRAP TIE OVER TOP OF 66 _ WALL AND FASTENED TO DOUBLE STUD 9, EX _ EACH SIDE (SEE DETAIL 1/51.2) 0 g Ex C) z KEEP FRAMING 2'MIN. LL ON AWAY FROM CHIMNEY- ON � � s ALL 51DES I I IIIm I I I m o N ti tl EX 4 X 4 POST FROM u,o CIF - - a _ RIDGE BEAM DOWN TO B I --- - Q}z 5 T.O. DROP BEAM AT FLOOR I�°xll _-_ V -U a a EXIST. EXIST. LV RI E o o z' BEDROOM BEDROOM EA --- --x CATHEDRAL CEILING CATHEDRAL CEILING ❑ _ U M ry Q 51MP50N METAL FRAMING CONNECTOR5- - WATER5TOP SUCH AS v DOUBLE 2 X 10 HEADER o I I '/� - SEE 9/51.2 4�� g 4 TO BE H _ OR EQUAL HELD 2'AWAY PENEBAR BY PENETRON. 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B'THICK CONCRETE FROST WALL �l B'-O" WITH(2)u4 TOP AND BOTTOM 12 ON 10'X 20'CONCRETE FOOTING I I xa� i 9p RIM JOIST, FULL I �I WITH(3)oq CONTINUOUS PERIMETER - -- ---- --- ---- TITLE: 51MPSON IUS SERIES k -- ----- I GALVANIZED JOIST ,2'-8z" - - 'DRILL t GROUT aq ppWELS i9 I _ HANGERS, TTPICAL _ Q 12'O.C.TTP.AT ALL NEW I TO EX15T.FOUNDATION 2'-8 '2 24'x24'02'DEEP CDNc. I FRAMING PLANS INTERSECTIONS V.I,F. ')' FOOTING W/3-Q4 R=R I KEEPFROM FRAMIDESNG 2'AWAY --- ----- - EACH WAY-TYPICAL I AND 4'AWAYROMEBAACK ----- - J i FOUNDATION _-_ I DROP TOP OF WALL B=AND OF FIREBOX - I. I PROVIDE 13'W.X 5'H.OPENING /� f 13'-3�" I I FOR AUTOMATIC OPENING/ - PLAN ---� V----- CLOSING FOUNDATION VENT 4 3'CONC. DUST 5LA8 OVER r- sz _ m -=� O ---- 6 MIL POLYETHYLENE VAPOR 0 F �y 6 4r BARRIER(WITH SEAMS L_- DOUBLE I]'X 9}'LVL ON 12 TAPED)OVER G"OF - T` I .I m EXISTING EXISTING COMPACTED GRAVEL CRAWL SPACE B" EACH SIDE OF FIREPLACE 6 Q BASEMENT AND HELD 2"AWAY FROM --- ----- r _ - I DATE ISSUED: FIREBOX r BASEMENT 5?z'5TD.STEEL LALLT I ,. I 8/29/2016 I yI COLUMNS, W/G'x6'W4'BASE r -I I REVISIONS: PLATE AND(4)Y'EXP BOLTS I SILL PLATE t ANCHORS(TYPICAL FOR -_-_ TO FOOTING/SIMP50M LCC L J I FULL PERIMETER OF FOUNDATION), (2)2 X 10 LEDGER BOARD, POST CAPS WELDED PER MFR I I P.T.2 X 6 PLATE W/�'X 10'ANCHOR FASTENED TO EXISTING RIM k ----- ----- INSTRUCTIONS I I BOLTS(MINIMUM 7'EMBEDMENT)THRU JOIST W/2 ROWS OF .- 3'X 3'X j'GALVANIZED PLATE LEDGER LOCK SCREWS AT " SAW GUT 24'W.X 40'H. _ p I k ---_ . OPENING AT TOP OF EXIST, �� __ N --- ---- I OF SCORNERS/ENDS AND WITHIN 12' 9"O,C.,TYPICAL EACH ---'J _ SIDE OF FIREPLACE _ _- -_-_-_ FOUNDATION FOR CRAWL SPACE I _ 1- I I ACCESS AND PROVIDE}"COX PLYWOOD COVER I I tit FRONT WALL ONLY, DRAWN BY: 12 10"THICK CONCRETE FROST WALL SW WITH Q ❑L7 A ' 6'HIGH X Q' CI q),I S EM PROVIDE 6(2)D CONCRETE4 TOP AND 4 BOTTOM AND 10'X 20'CONCRETE PROJECT#: FOOTING WITH(3)-4 CONTINUOUS DRAWING NO.: b �§ EXISTING MASONRY EXISTING MASONRY STOOP STOOP TO REMAIN STOOP°TO REMAIN ° , 15' FALE: 1/4IRST" I'-FLOOR FRAM ZING PLAN FOUNDATION PLAN 3RE SC0" Ley T 'IN OF 6",7i"STABLE PROPOSED ADDITION AND RENOVATIONS AT THE MCCARRON RESIDENCE 14 CAPTAIN STUDLEY ROAD MARSTONS MILLS, MA SCHEDULE OF DRAWINGS ---------- ® ® GI COVER SHEET - --- SPI ARCHITECTURAL SITE PLAN ALI FIRST AND SECOND FLOOR PLANS -------- '-'---- - A2.I EXTERIOR ELEVATIONS ------ .. -- -- - ® A2.2 EXTERIOR ELEVATIONS -_ 8 A3.1 BUILDING SECTIONS FER - _ 51.1 FRAMING PLANS t FOUNDATION PLAN 51.1 STRUCTURAL DETAILS ARCHITECTS BROWN LINDQUIST FENUCCIO &RABER ARCHITECTS, INC. 203 WILLOW STREET SMITE A YARMOLITHPORT,MA.02675 TEL. (508)362-8382 FAX. (508)362-2828 ISSUED FOR PERMIT 1 1/3/10 s . r w �m - - 125.00' - - - - - - - - - - °1S $ U LL 0 z I � e - - - - - - - - - - - - -� mz r z to I II I z� � I I I CU r �B EXISTING o LEACHING I ■B I I O SEPTIC SYSTEM LOCATION TAKEN I �� FROM AS-BUILT CARD ON FILE AT BARNSTABLE HEALTH DEPT. I Zoning Analysis Summary iI Pro'ect Name/Owner. dition&Renovations to the McCarron Residence/Laura McCarron I SEPTICn SYSTEM TO BE RELOCATED I Mdress: to stadia Road I 1a 8 Pastel Re/erence: a 126/Paroe1046 er orWna Assessors IMprmatiart PER ENGINEERED PLAN I I R•Residendel uiMin Use Gmu 1 cant B LBW Reference: own of Bamstabk GenenlONinances,Chapter 240-Zoning N EXISTING 1 I Sde Plan Reference: z DO qM aC gaidentlal per 200t Town Ionine Map Q In District O W SHEDI Flood Plain Zone/District N/A 1 IOwed fJSeS: ogle FamP/DwNling l0e tashedl.Renting of Booms.Norse rtablin8 r5524D11 / \ O �( 1 I A licebhaiNada Districts: roundvnterprotnu°^o"edarDisotcs/tic°"rtepr°tecd°navenaroww.filmol `/ I I I IINHESPA I-Ma We.rwt reap—per—lanal Heritage—Une map ` G I ; I > W 1 nin Issues Re uire ens B Ref. Eaisfin Comments O 0 tLU N z N J J rea s Bulk R ulatims, W L.LJ W Q J I Ina Lot Size: zODOosF Ly = Ly C a35W SF 24O14 G US Fear 5 B ' 9°i inlmem Lot Width: N/A Feet 2db1425 Q I inhnum Fronta e: to Feet 240-14 1 O O I o Min.Frent YeM Setback: 3oFeet zaa14 61Feet Z - O Z O in.Side Yard Setbacks: ss Fees 24o-14 6z pea OI I 63 Feet C Q N o Minimum Rear Ve_SetbacK: ssFeat zao-14 N m IEL nimum Green SpacelBuNer /A z ' ` EL �! e uirements: O V Q / IXIS 2 TOREY MaximumBuiidin Hei M oRR1/lnodal hicheverisless ei t Definition Q G �{ A I um Lot Cwere a vridm nfront bu ding satbadl Q 3Y I I r aximum Bugdin Coverer a N/A Y PROPOSED I STOREY I J I Spedal Ovenay District RegUlatlons: RPOD-To reduce nWoeen mrivmiwtlon by redutln8lmpaashwn septk systems,iMilixers,and rtmoHfmm Q ADDITION I impervioa surfacas To reduce nitMen boding to 9rmrndwater,surface water and coastal nt a nymenu. 3 C I To Increase protection of groundwater quality b erees where no public wastewater treatment and no public water supply is pitwided.To mdum development potential as indicated In 240-36. 2 I GpoD-To utnect groundwater by preventing uses which generate,treat nm w dispose o/harardow waste EXISTING DRIVEWAY and pmtetian or natural habitat w Indicated In 240-35 ME: IS'-0' n i I ARCHITECTURAL I „ I SITE PLAN I I 5ET-BACK LINE o F- - - - - - - - - DATE ISSUED: I REVISIONS: o + I I I - 125.00' _ — - - - - g INFORMATION� SHOWN ON THIS PLAN WAS TAKEN FROM PRAWN BY: SIN 93d A MORTGAGE INS INCPECTIONDATED PLAN BY OLDE BOSTON LAND SHOW PROPOSED BUILD NGMANDARCH LT 51TE(AERATIONS REVISED TO PROJECT#: C A P T. S T U D L E Y ROAD PROJECT NO. DRAWING NO.: 3 ARCHITECTURAL SITE PLAN SPI q SCALE. 1°-10'-0' R8 r WIND REOUIREMENT5 I10 MPH, EXPOSURE B WINDOW SCHEDULE DOOR SCHEDULE SIZE NOTES DOOR SIZE ROUGH OPENING EDGE NAILING MARK Manufacturer Model TYPE NUMBER Manufacturer Model Swing Direction NOTES FULL HEIGHT VERTICAL WIDTH R.O. HEIGHT R.O. WIDTH HEIGHT THICKNESS R.O.WIDTH R.O.HEIGHT X PLYWOOD SHEAR WALL NAILING REQUIREMENTS PER ANDERSEN STANDARD 01 SIMPSON 1662 3'-0' 6'-B° 1 3/4" V-2° b'-9' RIGHT EXTERIOR DOOR 12 FIELD NAILING MA55ACHUSETT5 CHECKLIST AA ANDERSEN 400 SERIES TW2046-2 DH 4'-3 3/B' 4'-B 7/B° NON-REINFORCED MULLION ACCESSIBILITY -- -- -- 02 ANDERSEN FWH 3168 3'-0' 6'-B° 1 3/4' 3'-1' b'-B' LEFT OPTON THRESHOLD ^24 C. - NOT USED - , _- INTERIOR FRENCH A (3)3)2 X b HEADER PORTAL WALL S.MODIFIED TO USE WITH SEE A.P.A.TT-100 C ANDERSEN 400 SERIES TW2B410 DN 2'-9 5/B' 5'-0 7/B° 03 SIMP50N 1315 3'-0' 6'-W 1 3/4' 3'-2' b'-9' LEFT IS LITE DOCUMENT ANDERSEN STANDARD SIMPSON STHD14 RJ HOLD DOWNS FOR APA CC ANDERSEN 400 SERIES TW24410-2 DH 5'-7 3/B' 5'-O 7/8" NON-REINFORCED MULLION 14 PORTAL WALL CONNECTION TO FOUNDATION -- -- - -- -- NOTES, (SEE DETAIL 2/51.2) EX EXISTING TO REMAIN C N N I. DOOR 51ZE MENTIONED 15 LEAF DIMENSION. SIMPSON MSTA49 STRAP TIE OVER TOP OF a a 2. ALL FRENCH DOORS ARE TO HAVE TEMPERED GLASS. 49 WALL AND FASTENED TO DOUBLE STUD EACH SIDE (SEE DETAIL I/51.2) NOTES: `b 3. ANDERSEN DOORS ARE 400 SERIES FRENCHWOOD 'INSWING' TYPE, 15 LITE, UNLESS NOTED OTHERWISE. O x a� 4. SEE INTERIOR AND EXTERIOR ELEVATIONS AND DETAILS FOR CASING t RELATED TRIM CONDITIONS 0 LL 5. ALL EXTERIOR DOORS TO BE PRIMED AND PAINTED, UNLESS NaTED OTHERWISE I. GRILLE PATTERNS ARE AS TO BE 3/4" SDL, PERMANENTLY APPLIE t E O PACERS. () 6. ALL DOORS TO HAVE STANDARD LOCKSET W/LEVER HANDLES IN SATIN NICKEL FINISH 2. ALL WINDOWS ARE ANDERSEN 400 SERIES, TEMPERED UNITS, WIT LOW 'E' "SMART SUN° GLASS, RITE W/ w 7. ALL DOORS TO HAVE HINGES IN SATIN NICKEL FINISH PRE-PRIMED INTERIORS, UNLESS NOTED OTHERWISE. B. CONTRACTOR TO VERIFY MANUFACTURER'S RECOMMENDED ROUGH OPENING.FOR ALL DOORS PRIOR TO ROUGH FRAMING. 3. ALL DOUBLE HUNG WINDOWS TO HAVE (1) STANDARD SASH LOCK ItKEEPER, WHITE FINISH. AWNING WINDOWS ?Z U TO HAVE FOLDING HARDWARE, WHITE, CONTEMPORARY STYLE. 0 4. ALL DOUBLE HUNG WINDOWS TO HAVE (2) FINGER SASH LIFTS, WHITE FINISH. Z < 5. ALL WINDOWS TO BE PROVIDED WITH FULL SCREENS W/WHITE ALUMINUM FRAMES. Z r �°s 6. CONTRACTOR TO VERIFY ROUGH OPENING ON WINDOW SCHEDULE PRIOR TO ROUGH FRAMING. O U G m Ea EXIST. '�P==q SHED �E n A A3.1 A3.1 POUT TO '-3' 4'-t�' 4'-7° 4'_81�° b'-9' b'-0' b'-9 I BELOW GRADE DRAINAGE z --- ---, 575T TYPICAL O W CC —_— — r- _ �n C W n RIDGE/HtP CAP SHINGLES, O o ' PROVIDE ICE t WATER SHIELD ;i; I TYPICAL z N J J 36' WIDE AT ALL EAVES AND W W W J 5lRFFN FORGET I DECK = VALLEYS, AND 18' WIDE AT C -- 19'-6'X 0'-II' ' f, 0 14'-0'X IV-D' �' ALL RISING WALL5 - TYPICAL cF i U.N.O. cn 2 z O O 7 O n I I._ EX z Q N - _ O O U QHI EX �� EXI 14 c O EIS A NO 1 i 1 r > Y- UC U 4'-11'X 0'-4. { L Q G 49 0 'lse� Q SUN,ROOYI DN V L IN a pN TYPICAL ROOF C�NSTRUGTION _A I «, - ' ASPHALT SHINGLES AS f r • O Q A 24 I FLOORING,, TU L FINI511 SELECTED BY OWNER OVER •'i —————— -- -- I -- TRI-FLEX 30 UNDERLAYMENT ON --t----y 1u1- _ CEILING 5/8' COX PLYWD. SHEATHING I r'�' 49 FAN ABOVE , I \ r II 40 ' ' _----------------- I EXIST. EX15T. A ---- --- 1 I I BEDROOM ' BEDROOM o _ Q0 EXIST KITCHEN FxtST_ LIVING RII I I / NEW 5' X 6' BRICK ' O 14'%II'-6' EFRIG f __ CATHEDRAL CEIICING TRLE: 5TOOP WITH GRANITE ' STEPS '0 49 11 ''REM E EXIST SIDING 15TING CHIMNEY ,y 14 AND ROVIDE I/2' BLUE [I f six AND CLOSET DOORS * / ' F� FIRST&SECOND it BOA D W/VENEER - PLA ER (SPIOOTH), UP I f ¢ AND WALL ENCLBE D ED EX / / w I FLOOR PLANS PAt ED ON oI ', PROPOSED T,D MATCH EXISTIr G..T. fr,'.' // o , RELOCATED ER C METER I`IL)u —Y` »> EX _________�_____________ D5 EXIST. ' J LINE OF WALL DATE ISSUED: IB'-O" EXISTIN G TO RE IN STOOP I I BELOW 11/3/10 I�_---_----__-� A3.1 _ I REVISIONS: �I NEW ADDITION � J _ 6 12 O DRAWN BY: SW — PROJECT PARTIAL SEOOND FLOOR PLAN / ROOF PLAN PROJECT NO. 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I FRAMED FRAMED (ROOF I SECTIONSFOUNDAT ON PLAN AND I TRIM, PAINTEb FIBER CEMENT CLAP5OARD5 AT 4"± TO THE WEATHER I 1 I I I I NEW ADDITION EXISTING HOUSE TO REMAIN u L O U oQ z Lij FRONT SOUTH ELEVATION w SCALES i/4 I'-O° z N Q J W LU LU 'J = = = _ Z O z N Z Z Z Q O O U 'Q Q PROVIDE NEW WALL SYSTEM, ROOF SYSTEM, GUTTER, FASCIA AND SOFFIT Q G TO MATCH ADJACENT CONSTRUCTION G WHERE EXISTING CHIMNEY 15 REMOVED Q w � z - - - EXISTING ASPHALT 514INGLE _ = ROOF w EXISTING CLAPBOARD SIDING TD BE I F —_---�. _L.__,_,-._._._,-.,,-,.__-,, REMOVED AND REPLACED WITH NEW N I...........................__........�.. R6R WHITE CEDAR SHINGLES AT 5°± EEHITO TFIE WEATHER _ TITLE: ASPHALT SHINGLE """"- -'"' ROOFING AS SELECTED '4_: _._.I. LINE OF ALUMINUM STEP FLASHING BY OWNER ROLL FORM ALUM.GUTTER -___"- ____----------- _-=-_—--- —_ .. ON i X 6 CELLULAR P.V.G. _ - ;�� _�_ EXTERIOR ECOND FLOOR FASCIA, PAINTED ___— __—_-= -0--- ��5 - ELEVATIONS REMOVABLE SCREEN IN 1.X 1° PRE FINISHED _... - WOOD DOOR, PAINTED - ALUMINUM FRAME WHITE i ''='""r -^. ® _.` �.] SEE DOOR 5CHEDULE - p. DATE ISSUED: D - - EXISTING BRICK STOOP WITH 11/3/10 WOOD COLUMNS AND WOOD FRAMED ROOF REVISIONS: 1 X CELLULAR P.V.C. .................... ..................._...,.,._,.:.. TRIM, PAINTED I I CONC. SONOTUBE PIERS ON I R6R WHITE CEDAR I I 1 I BIGFOOT FOOTINGS - SEE 5HINGLES AT 5°± I FOUNDATION PLAN AND I 1 I BRICK STOOP WITH GRANITE SECTIONS J ` TO THE WEATHER ----------- - _-__ I STEPS -=1-------- DRAWN BY: SW 5555� I PROJECT#: NEW SCREEN PORCH NEW SUN ROOM ---- - III PROJECT NO. 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BI/LKHEF{D I I I I I I I I I I `-'--CONCRETE FOOTING SEE �l 1 I I I I I I I I I I I I I I FOUNDATION PLAN AND �I( qIN 1 ��— — LI----��----.� - — —_-- SECTIONS I �(CEL ULAR NPVCDETRIM,ITH L—_1 L--1 L--1 C1--1 _1--1--1--1--1--1—±---- -- P.LINT LL(IXISTING WOOD I SCREEN IN V X I° PRE CONC. SONOTUBE PIERS ON FAIN EDIDECK TO BE FINISHED ALUMINUM FRAME BIGFOOT FOOTINGS - SEE RIAMEDI) 1 WHITE FOUNDATION PLAN AND 1 11 1 SECTIONS TITLE: —_L------ _----- EXISTING HOUSE TO REMAIN NEW ADDITION _ EXTERIOR ELEVATIONS REAR NORTH ELEVATION SCALE: 1/4- DATE ISSUED: 11/3/10 REVISIONS: DRAWN BY: SW PROJECT#: PROJECT NO. E a DRAWING NO.: 4 A2 . 2 ASPHA S AS r OWNER OVER EFLEX 30 SELECTED R OVER TR UNDERLAYMENT OVER I, CDX PLYWOOD SHEATHING OVER 2X FRAMING SEE FRAMING PLAN aIM ROIX'i ROOF CONSTRUCTION sl.a \ll ASPHALT SHINGLE5 AS SELECTED BY I 2 X B CEILING JOISTS AT 16' D.C. OWNER OVER TRI-FLEX 30 UNDERLAYMENT OVER r COX 2X FRAMING PLYWOOD SHEATHING (5 EFRAM NG PLAN)W WITH H R-40 BLOWN FOAM INSULATION 12 SIMPSON H2.5A SEISMIC/ HURRICANE TIES SIMPSON 112.5A SEISMIC/HURRICANE 12 I II II II II —,5 INSTALLED PER MFR. INSTRUCTIONS TIES INSTALLED PER MFR. INSTRUCTIONS 51 ,. ` — J \\� �\I� �I II II II II _ — PREFIN1514ED ALUMINUM K-STYLE GUTTER PREFINISNED ALUMINUM K-STYLE GUTTER WITH ALUMINUM HANGERS OVER I X 8 — CELLULAR P.V.C. FASCIA BOARD, PAINTED WITH ALUMINUM HANGERS OVER I X 8 \ LING FAN AS CELLULAR P.V.C. FASCIA BOARD, PAINTED CEI `\I it �1 II II II SELECTED BY _ OWNER 4 C w I sLz 1/2' GWB (BLUE BOARD) W/VENEER o slit s PLASTER (SMOOTH) PAINTED OVER I I m I X WOOD STRAPPING AT 16"O.G. 1 X 6 CENTER BEAD PVC J d5 BEADBOARD CEILING OVER I I X 10 CELLULAR P.V.C. SOFFIT, O o 53 I X IO CELLULAR P.V.C. SOFFIT, _ I X STRAPPING F 1 PAINTED F PAINTED r CLAD WOOD WINDOW - SEE WINDOW = I I X 6 CELLULAR P.V.C. FRIEZE U = SCHEDULE 13 F w I I BOARD, PAINTED OVER CONTINUOUS V I X 6 CELLULAR P.V.C. FRIEZE w = _ BOARD, PAINTED OVER CONTINUOUS F' w S D w I PLYWOOD 2 X 8 HEADER WITH}' Z g (3)2 X 6 HEADER WITH 1' RIGID w W F ? Q PLYWOOD SPACERS LL 9 INSUL. PLYWOOD SPACER = H j o D d I I ~ SCREEN SET IN I X I WHITE U Q a m Ty I ALUMINUM PERIMETER FRAME Z E WALL CONSTRUCTION Z 3�j° T<G RED OAK FLOORING W/ RtR W.C. SHINGLES 5" TO THE ' N TU F NI H R 4' T t G p I X MAHOGANY DECKING OVER 2 X Z U <o WEATHER OVER 1/° WEATHER Q D ANTECH U F • ILED F p( I;I P.T. JOISTS - SEE FRAMING PLAN Z RESISTANT STRUCTURAL WOOD PANEL OVER 2 X JOISTS - (SEE FRAMING C SHEATHING OVER 2 X 6 STUDS @ PLAN) WITH R-40 BLOWN FOAM — III 16'D.L. WITH 54' R-24 BLOWN FOAM INSULATION '1 X 10 CELLULAR P.V.C. SKIRT O V W INSULATION I l BOARD, PAINTED OVER P.T. (2) 2 X m Z G p BEAM W/1' PLYWOOD SPACER - SEE '�B 30 5 l U FRAMING PLAN �B M=R 2 X 6 P.T. MUD SILL ON SILL SEALER P.T.4 X 4 POST W/GALV. SIMPSON �B WITH 1/"ANCHOR BOLTS AT 24'O.C. j I ABU44 POST BASE AND AC4 P05T CAP, (LCE4 AT CORNERS) TYPICAL THROUGH J' X 3" X 3° PLATE WASHERS BITUMINOUS DAMPPROOFING EXTEND FROM GRADE TO TOP OF FOOTING L 10'BI DIAM.CONCTI 5, TYPICAL PIERS ON 24° . L B'CONC. FOUNDATION ON KEYED BIGFOOT FOOTINGS, TYPICAL z Ib'X B' CONC. FOOTING Z Z Q � U cl � Q w c � 11 z Lu w w�J r= = = : � BUILDING SECTION SCALE. 1/2° I-O° AT SUN ROOM / SCREEN PORCH � O O Z cn Z A ���-" PORCH ROOF CONSTRU TC IT ON ^;, Fi^,RLH ROOF GONSTRU TC ION ASPHALT SHINGLES AS SELECTED B7 ASPHALT SHINGLES AS SELECTED BY OWNER OVER TRI-FLEX 30 UNDERLAYMENT Q O I--- z OWNER OVER TRI-FLEX 30 UNDERLAYMENT OVER 9°COX PLYWOOD SHEATHING OVER OVER d°COX PLYWOOD SHEATHING OVER 2X FRAMING SEE FRAMING PLAN z C/N Q 0- 2X FRAMING SEE FRAMING PLAN O U Q < 2 X 6 CEILING JOISTS AT Ib" O.C. 2 X B CEILING JOISTS AT I&' D.C. H U U SIMP50N H2.5A SEISMIC/HURRICANE TIES Q 12 SIMPSON H2.5A SEISMIC/HURRICANE TIES INSTALLED PER MFR. INSTRUCTIONS Q r �5 INSTALLED PER MFR. INSTRUCTIONS 12 I X B CELLULAR P.V.C. FASCIA BOARD, Q PREFIN1544ED ALUMINUM K-STYLE GUTTER �g PAINTED WITH ALUMINUM HANGERS OVER I X B CELLULAR P.V.C. FASCIA BOARD, PAINTED 4 sis I TRIE: I X 6 CENTER BEAD PVC I X 10 CELLULAR P.V.C. SOFFIT, BEADBOARD CEILING OVER ` ! '� 1 X 10 CELLULAR P.V.C. SOFFIT, PAINTED l I I X STRAPPING II PAINTED I X 6 CELLULAR P.V.C. FRIEZE III 1 X 6 CELLULAR P.V.C. FRIEZE BOARD, PAINTED OVER CONTINUOUS III BOARD, PAINTED OVER CONTINUOUS PLYWOOD 2 X 6 HEADER WITH Ij° BUILDING II (3)2 X 8 HEADER WITH J2' PLYWOOD SPACER SECTIONS II PLYWOOD SPACERS I X 6 CENTER BEAD PVC BEADBOARD I CEILING OVER I X STRAPPING SCREEN SET IN I X I WHITE II III 's ALUMINUM PERIMETER FRAME i _ I X CELLULAR P.V.C. TRIM OVER 4 X 4 III I X MAHOGANY DECKING OVER 2 X Y.I. PBA WITH GALV.E AND EGC44 P05T PT N CAPPc±aJec III III 10 P.T. J015TS AT 16°O.C. TYPICAL� , DATE ISSUED: DECK W/2 X 10 I 'cF — 11/3/10 P.T.JOISTS AT BRICK AS SELECTED BY OWNER IN 16'O.C. �" I I 1 1 X 10 CELLULAR P.V.C. SKIRT MORTAR BED OVER 4"CONCRETE REVISIONS: BOARD, PAINTED OVER P.T. (2) 2 FIRST FLOOR - - - - - - - -- SLAB ,^S ` X 10 RIM JOIST W/J' PLYWOOD y SPACER " 8' CONC. FOUNDATION ON 16' X B' -- P.T. 4 X 4 POST W/GALV. SIMPSON CONC, FOOTING I II I ABU44 P05T BASE AND AC4 POST CAP, (LCE4 AT CORNERS)TYPICAL TOP 12' OF FOUNDATION WALL TO 8'. HAVE STEM AND 4' SHELF TO SUPPORT BRICK DRAWN BY: d L _INSECT SCREEN FASTENED TO UNDERSIDE S ] OF SCREEN PORCH FRAMING _ = 6' ONC CFOUNDAFOOTIN ON KETED PROJECT#: PROJECT NO. E@ z_ 9 E `v DRAWING NO.: 'v BI DIAM. CONC. SONOTU IC PIERS ON 24° BIGFOOT FOOTINGS,'TYPICAL 3All BUILDING SECTION AT PORCH / STOOP R BUILDING SECTION AT SCREEN PORCH e SCALE+ 1/2° . 1-0° .,z • r A A3.1 _ ALL SCREEN PORCH R/FTER5 TO BE 2 X B AT 16'O. U.N.O. I LINE OF HEADER BELOW — — -1 —i-,I_ I — — I AALLLL ROOF FRAMING 15 TO CONSIST i i I OF 2 X 10 RAFTERS AT I6°O.C. UNLESS NOTED OTHERWISE M1 I C 4�_ w m m ---I WIND REQUIREMENTS Ito MPH, EXPOSURE B m SHADING I j---- -----I1 cisINDICATES AREA _2 X 10 RIDC1E _—_ EDGE NAILING d OF OVERFRAMING, , — I FULL HEIGHT VERTICAL () BOARD —TYPICAL sIy -—- REQUIRED SHEAR WALL NAILING X REQUIREMENTS PER � EXIS 12 FIELD NAILING MA55AC14USETTS CWECKL15T Z -- BATH 4q a.L 7^}1 (! 1 0 �q APA PORTAL WALL, MODIFIED TO USE WITH U + A ,° 's•. x �' A (3)2 X 6 HEADERS. SEE A.P.A. TT-100 Z E SIMPSON METAL I I - Q I ON DOCUMENT FRAMING L�'4i l SIMPSON.A,...��'�f ' EEEN3/SI 2R5 - —� .e ,r(�)19 X {' aVL I 14 PORAL WALL DICONNECTION TOU FOUNDATION Z S TRU T. ER I (SEE DETAIL 2/51.2) 8_ 49 I/j'15T EL UT4{N 9 STRAP TIE OVER TOP OF 4 X 4 POST FROM U D _ RIDGE BEAM DOWN SIMPSON MSTA4 m 2 X 12 SLEEPER II `I IL III" I VI TO FOUNDATION - 49 WALL AND FASTENED TO DOUBLE STUD OVEAT'HLING OOD F— I I 1 EXISTING EXISTING EACH SIDE (SEE DETAIL I/51.2) I I �B f BEDROOIM BEDROOM �� N _ 49 III I I I I (ATNEDRAL CEILING o I IRI I -- +• I I III I 9TR y'U�T.STP RAFTER 10 RI E'- � D � EL iLITGH NI I III T I I JI Z Q Lu 514ADING c IY I LINE OF WALL/ O U Q Q INDICATES AREA i 51.2 I CONTINUOUS O G OF OVERFRAMING, I HEADER BELOW O Q } N TYPICAL Lu Z Lu J A3.1 J ROOF FRAh11NG PLAN w w = = J I SCALEI I/4 = I'-O' O O C/0 Z A3.1 Q F— C z A3 O 2'-4!Y4' W- 6'-q' Z ` (3) P.T.2 X 12 STAIR 10" DIAM. CONC. SONOTUBE 4'-7' 4'-6 ' W-7' � STRINGERS PIERS ON 24' SIGFOOT O U U Qc IALV. MTL JOIST FOOTINGS, TYPICAL G HANGERS, TYP. 2 P.T l M \ / \ / \ / Q r I I I I I I IF I II TS160CIT _ � I9 JOIST =UP.T.21X ID IS i I — TL III I ' / c I I I I I I I I i I I I P.T.2 X 10 LEDGER I I TITLE: x FASTENED TO RIM JOIST W/ B" CONC. FOt�NDATION WAILL I 112 1 I I In I I I I I I I I }° THRU BOLTS AT 16' O.C., of ON 16° X 8° KEYED CONC.1 I l l l l l P.T.2 X t0 LEDGER STAGGERED in I FOOTING, TY ICAL I FASTENED TO RIM JOIST I I I I I I I I I I I I FRAMING PLANS THRU BOLTS AT 16'O.C. �(— I I_ _ STAGGERED I I I I r-- — -- ----- ------- — FIELD BUILT AC Ess .I r-------- —� —DRILL t ROUT - FOUNDATION 14 PANEL FOR ACC SS TO GA4V. TL JOI T CRAWL SPACE I PLAN {III I 24424':12'DEEP CONC.FOOTING G H I NG S,I I W/3->s4 REBAR EACH a4 DOWELS O.C. I AT ALLL NEW TO EXIST. WAR-TYPICAL FOUNDATION FOUNDATION INTERSEGI'IUNS NOTE I i X 10. 115 1 II TI I �11 I I 16�" 0.II II I _I SEE FLOOR PLmA FOR 2_0 i ' L 3°CONC. DUST SLAB OVER DRAEVTEIS IIOSSNUSE:D:I LOCATIONS OLD 1P90ND14 6 MILPOL7ETHYLENEVAPOR 11/3/10 SEE FLOOR PLAN AT INTO I CRAWL SPACER DOWN C CONCRETE A THIS WALL r i BARRIER OVER 6° OF TIONS OF SIMPSON COMPACTED GVL _o°rRJ HOLD DOWNS NTO CONCRETE ALONG _ EXISTING ALL {- L.� �1 1 L I JI I I I- IBEAM BASEMENT POCKET lly� I r - 141 I N. LT1�100IJA5PPCE1{ I ( I I — I 3'�'STD.5T LALA COLUMN, (4 646.B. E PLATE AND I i I w I (4)14'A B. FOOTING/ SIMPSON LCC 3.5-3.5 POST CAPS WELDED PER MIR INSTRUCTIONS SW L----- I DRAWN BY: ------ -- ---- PROJECT#: a - L— -T-- ------- ------ --• PROJECT NO. 2 X 10 RIM JOIST 1-0e DRAWING NO.: p555 I 4' CONC. SLAB ON GRADE I= 5'-B' I.-B. WITH 6 X 6 WI.4 X 1.4 WWM s 1FOUNDATION PLAN 1 2 FIRST FLOOR FRAMING PLAN R¢ 2 w r C w m O U U r Z B w e LL r �U {�Z =i <% and ! g QF K OE= J ■E� N� F- j Of F N SIMPSON HUH® rJ�L< J FACE MOUNT N � m HANGER W/IOd SIMPSON HRC22 A X 1.5° NAILS z HIP RIDGE CONNECTOR SIMPSON H2.SA W }° BOLTS AT 16°O.C. ® 1 V I — — -� SEISMIC/HURRICANE F-- U O Q TIES 7 TOP 6 BOTTOM, Lu z STAGGERED ® O Q u --- ul z N J J_ O w O Q w X 9'STEEL LU _ wLV YIQ-`0 �v FLITCH PLATE pl Q L�lv WELDED TOGET14ER AT F•— z N N Q RIDGE WOOD z O O Z z 4 X 4 X}ANGLE EACH (3) LVL j COMMON BLOCKING AS C O STRUCTURAL r' }'BOLTS AT RAFTERS AT REQUIRED (2)2 X B HEADER Q SIDE, WITH}°BOLTS V I6'O.C. W/}° PLYWOOD F- (/D RAFTER W/�° D 16° O.C.TOP t STEEL FLITCH BOTTOM, SPACER Z Q_ C PLATE WELDED ur1 STAGGERED SYi° O U Q Q AT RIDGE J SIMPSON GALV. ACT U U S SIMPSON n5TA49 STRAP > P05T CAP (LCE4 AT CC G TIE OVER TOP OF WALL CORNERS) Q G AND FASTENED TO "I 4 X 4 POSTS DOUBLE STUD EACH SIDE - r SEE FLOOR PLAN Q PLAN DETAIL AT SCREEN PORCH HEADER DETAIL STRUCT RAFTER / WALL CONNECTION STRUCTURAL RAFTER CONNECTION 5CALE, 1-1/2 I'-O° 3 SCALE. 1-1/2' 1'-0° TIRE: INVERTED SIMPSON GALV. AC4 POST CAP (LCE4 AT STRUCTURAL CORNERS) DETAILS P.T. (2) 2 X 14 RIM JOIST W/}' PLYWOOD SPACER DATE ISSUED: 11/3/10 �_ SIMPSON GALV. REVISIONS: AC4 POST CAP VFLOOR JOISTS - SEE. (LCE4 AT FRAMING PLAN CORNERS) SIMP50N GALV. 51MP50N ABU44 SIMPSON STHDI5RJ POST BASE STRAP TIE DOWN, NAILED TO WALL FRAMING PER }° ANCHOR BOLTS AT MANUFACTURER'S ° 2q' O.C. THROUGH i' X IN5TRUCTIUN 3' X 3° PLAIT WASHERS y DRAWN BY: 5 - v $yy 395 REBAR (6' LONG) CENTERED BETWEEN CONCRETE FOUNDATION - ADJACENT SIMPSON n SEE FOUNDATION PLAN WITH CONC. PROJECT#: PIER WITH PROJECT NO. PIER W & 5TWD15RJ TIE DOWNS ° a° BIGFOOT FOOTING DRAWING NO.: 3 ° S1 . 2ER DETAIL a SCREEN PORCH PI zs PORTAL WALL HOLDOWN DETAIL s SCALE. 1-1/2° (-,-)PORTAL SCALE. 1-1/2' 1'-0° EXISTING LOT COVER BY STRUCTURES = 4.6% ASSESSORS MAP 126 PARCEL 046 N PROPOSED LOT COVER BY STRUCTURES = 7.6% REFERENCE DEED: 7749-340 W. BARN. RD. ¢ r11 O W REFERENCE PLAN: 274-34 LOCUS o = a LOCUS DOES NOT LIE !IN A FLOOD RqC� w a u' PROPOSED TANK & DISTRIBUTION BOX PROFILE VIEW DETAIL N.T.S. •, HAZARD ZONE. LANE .< a Zn W < Zx�zz ZONING DISTRICT: RF P©NDAEL Z Z J N OVERLAY DISTRICT: T \ ZONE I1, WP AND RPOD a TOP FOUNDATION W ROU ELEV. 50.9' FINISHED GRADE EL. 49.6f ~ CAPT. BAKER o U o o Z g 6" 6'' ~<\ POND °- d" inUj EXIST. INV. OUTs ` W EL. 47.2'f (EL. 47.9t) RISER U � M P 0 �.` LNG �..,,� L O C .� FINISHED GRADE EL. 49.7't x9s S 50I2--, Fp RISER 6S"� `` F -`- 10" Min. 14" Min. INV. EL. PROPOSED INV. IN (EL. 46.25't) EXISTING 1000 GAL. 1` Below Flow Line GAS ,�� SEPTIC TANK AND '`,,pq (EL. 46.5'f MIN.) Liquid Level 48" BAFFLE INV, EL. sum INV. EL. DISTRIBUTION BOX r�S ��i�F`r (EL. 46.12't) 6" Stone (EL. 45.92't) TO BE REMOVED Op \ PROPOSED DIST. BOX 4g9 PROPOSED 1500 GALLON TANK Q X 49e PROPOSED 1500 GAL. SEPTIC TANK BOX LOCATION AND DIST. Sol, Cd Fp o �9 © 0 8un SEPTIC TANK NOTES: '`moo x A� ����• k z A pp0 � p REQUIRED TANK CAPACITY: ,t�, % ���e�'Fo'� p`. DATUM ASSIGNED ED w Q 220 GPD C� 200 = 1500 GAL/MINIMUM �. � ��`ch-°SFQ� of INSTALL ON A STABLE COMPACTED BASE ;,� AR BM: FF EL. 51.8' zz TEES SHALL BE E40 PVC MINIMUM OF 6" ABOVER HE FLOW LINE OF LHE SEPTICAND TANKHALL AND BE OND A THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE - - CLEAN-OUT MANHOLE. ♦� r/1 ^Ti�S•'s.i:. �$�.•ah`:tj: } THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2„ NOR MORE THAN 3 _< y ;•.:" 3J ABOVE HE INVERT ELEVATION OF THE OUTLET PIPE. . .• .Y•- 3 THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 12", WITH TWO 11> 20" MANHOLES HAVING READILY REMOVABLE IMPERMEABLE COVERS 9 OF DURABLE MATERIAL, PROVIDED WITH ACCESS PORTS. THE TANK OUTLET TEE SHALL BE EQUIPPED WITH A GAS BAFFLE. `: ©y : gyp? w �r9 _p3 O 00 0 It V. O a '= > h PRECAST DISTRIBUTION BOX NOTES: AS p ; =�. } >: o J 2 INSTALL ON A STABLE COMPACTED BASE BASE MINIMUM WALL THICKNESS 2" o = f Fps` < o = to MINIMUM INSIDE DIM. 12" ` >r° LOT 10 W w 0 z J y � � S a xa OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT �' S63, 00 210,000± S.F. a 0 � 2- zo ': 2" MINIMUM BELOW INLET INVERT. ^` `�, ©635,, �� ¢ W < U) THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SHALL `. © c-) � a ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING THE -�' ¢6 DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION UNE a INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH �Zf, T``� k DURABLE AND NONDEFORMABLE MATERIAL PERMANENTLY o FASTENED TO THE LINE OR RECONSTRUCTING THE LINES (n U UNTIL ALL INVERTS ARE OF EQUAL ELEVATION. PLAN LEGEND ® � �P;c.s _,��s9�y✓ rw- --� s to J E°H EN ii Q N < EXISTING UTIL/POLE j o 9/1 FNLE O A � 1 a9 � ?r V) W G — BURIED GAS ® '� _ .: r z W 0 = Q to Q V1 /Yo J �"`� W— BURIED WATER /j o = EXIST. LEACH PIT Iz_�� ID ¢ m V)t PER AS--BUILT DATA w X a cN 0 20 40 Q H 0 x EXIST. & PROPOSED n 00 51.2 SPOT GRADE #0 0 z a ., ! EXIST. CATCH BASIN i o CL a w wJ(� 1 D e 'f 00 Qcaca .SU6.5 o/� ��3.2 •"i� � !a,� y , /De ' 7.- A/0 /o z � T,E� 5 7" H o�. /0Z a I /Oz .,,�--'"-E d 4•E-- ©� � ,oq�,�',�'�.?• �,�✓�---� PE.2 `T'o W/V �'E C/4R©S .17 /-I 1 N/M U/`7 , B v IL L) A16 .5 E 7-2319 f /K le E O u/ f2,E'.M E'/V TS Fr2 O/`1 T _� O -5 / D E ��oPos.Eo �3E�t7,2ooMS Z. ' C'�.S/'C7/✓ /�.G Ol�I� ? �o SAL� .��Y C v/Vs 7-,e U C T-/ on;/ sN�Z L 0 p^.1 F•o RM To M�7 S S. E n/ V IR o w/NI E/v 7-i9 L_ OG A T•/O/�/ Tcc_S T` Cam' O E" .7Z- r9 /V b T O In/N o ��`��'=�s�� e ��— 2 �5 UG TS �- /Y1/�✓�/ti'G�/� n HEFgLT/--/ ,2E" G- ULf� T-/ OA/5 . All- TOP of � � 7- 51P qL FO UNDfl7"ioN /v o S C r9 L E t/ - rt/r-Ip_ERv/ouS cav,6R Mr9NHOLE� COVER'. TO �"X7`kiV D 7-0 To FREVEIxl /c//VES WITH/mil 1' of P//JlsHEo GR�vE F�eoM 1"F/LTRZA7 AIG �M/N/MUM I , /o M/N1M UM � / r/ STONE. � " o,c� ro,,,z �- Zy�f COVRs D/5T. r ,B o?C � ?_/"1✓I DE AG G �9,E'C7U�t/O ,4„c�9sT/feonr _ u _ _ .11 3"M/N. 4" -�- '" r "` A\MTG`R f C IO�f M/�//MUM —�_- 2" /(qH7- 4 Dbl. FLOW LI A!E M/N. . // /O • f4 Fo oT Z.. M/fvI P/rzcH �, ,/Cr 0 �Z D//9. /FOoT /'�„ � �4 '/Fao-r � wASNEb _ NUn/ `!,8.e,/ CT�LL©IV (?e STONE -cl GAL L0,AJ /LAVER-r p/"T' C� D ALL /LAJVER-7- J�C A PAC /T Y p A.e DUN D SE,�T1 C Ti9 N K ?g. V q 9 b ca c.�' �F.�? • WATE R T/G HT /NVE,�CT /N V E,QT O GARB AGE G R 1"D E,2. CER Tl FI E D ,P.. 0 r RL 9 V ,G 0 C r9 7- 0,,V .►�.�' ;�j cif � � ,S C i9 L � / "- c3 O' D,9 TE'• .E'E FE".2ENCE'.' f3E-/,.1G LOT /O r9S SHOWN rcrcrr� ;r ON -57Tq,BL E CO U"TY ''., s�PT/ C T"HNk To B �' f>' / / / 1 rR /t1 -6 c o,c' 27 '.� 3 .. �' //�Iv/`l o /o' F�e o� im'© un/o - o,G 77 T/ ca AJ rya D L E /9 C H P / 77.5 L. �A C H I N G P / T S T O B E A / /N- c R oM /C'R 0 PER 7Y f a , 4 / E•$ D S EP7 � C,E"R 7- F T'Hr9 T" TN O UR/D A '7-10A/ a �" �FDUND f-� T"lU,l�/ A/lu'D 2 c� /�' j2 01�! � sNc� wry , O k/ N I S P ./v N / o c�`-r�;� o a/v 7'N G R © cl N v.. .,� s S• H 0 L.//V "E R EoN f� RI D 7"f-1 A 'T' / '7' 7� C o t�J F D/e M .7-`0 -r'`P,5 H U /L Gy /LAG -5,E 7" B�9 C K R EQt//i2E � tnti4 l�'f I7'S 0 ,- 7 '!-/E 'T el../J\/ o,- -�• 4 _ D fa TE' D o F r4 L7`N s p f3 T`� ' R E G, L A AlA l D S "