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HomeMy WebLinkAbout0163 AUDREYS LANE - Health y 163 'A REVS L"�Aio1E rF . °Marstons Mills 4 � I I I L 0 C A T : SEWAGE PERMIT NO. VILLAGE INSTA LLER'S NAME a ADDRESS -A. < ea 1zo BUILDER OR OWNER IV DATE PERMIT I S S V E D © DAT E COMPLIANCE ISSUED �� ,3p.� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Appliration for Bisvnoal Works Tunotrnr#inn 1hrmit e - r air an Individual Sewage Disposal Application is hereby made for a Permit to Construct ( ) o Rep ( ) 5 ge System at: 1&11.�....---H��S Tvv$ Ili•i�L�-- ...�-T 4 f; �, ................- --......_...----------- Location-Address or Lot No. .................... ................. Oiwner Address a •....... ................ ........ .......................................... -•----.....................---•--.. ....---•-•-•............................... Installer Address d Type of Building Size Lot.'ZP._ Q®.....Sq. feet HDwelling No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures -----------------------------••. . W Design Flow...................5..S..................gallons per person per day. Total daily flow........................ .....gallons. WSeptic Tank—Liquid capacity.tggq.gallons Length. .5_._.. Width-____��__._.. Diameter................ DepthAtS r--__- x Disposal Trench—No..................... Width___..__.t___........ Total Length.............o..... Total leaching area.._Z.O..t....sq. ft. Seepage Pit No.......1------------- Diameter......_ ;__.__.___. Depth below inlet....... �......... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) '~ Percolation Test Results Performed by__---.___ ��,_. �............... Date....TLtA—)t_. 0..`.......1 a Test Pit No. I---<.� _minutes per inch Depth of Test Pit------- v?-_!---- Depth to ground water......I.A4.�? . (i Test Pit No. 2................minutes per inch Depth of Test Pit.......... Depth to ground water---------i►J.Pj_ ----------------------------------------------------------------------------------....----------.................................................... O Description Qf Soil---- ` '".' ---.�'�-..k.4.x - - ....... U ------------------- = W ---•---------------------------------------------------•-----.........------------------------------------------------------------------------------•----••-•---------•--- --- x , I,c�.aa r•�J`�....._-Q,;,....--...-- V 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 issugd by the board of health. 9 Signed.......................... Date ApplicationApproved y..... ��------------------------------------ --•----............................. Date Application Disapproved for the following reasons:--- -•----------------------•--------------------------•-----------------------•-----------•----------•----••-_- --------------•------.....-----------......----•----•--...---•------------------------.......-----------•---...•-----•-----------------•-------------------------------------------------------........_ Date PermitNo. -3 3----•---•---•------------------- Issued....................................................... Date s No... _... � ~— FEE.... O!.... :. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH - -------------OF......r +r-5 T!`' .................................. Appliration for Ui ipaaal Works Tonitrurt-ion amit `Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage D_ isposal System at: ' W��.l<� j, z�a.�.. .------ j r z sTv P'1 ► �. .......................................?..�'� �X..... �-•�' ' ................_ Location-Address or Lot No. ............................................................................ �Nner Address W a ...•• . Z .. o � Installer Address 7 Type of Building Size Lot_____________G____U....Sq. feet U Dwelling�i No."of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) . PL4Other—T e of Building No. of persons____________________________ Showers — Cafeteria p`I Other fixtures ----•------------------------------------••-••••-- W Design Flow.................... ...............gallons per person per day. Total daily flow........................ a.___..gallons. WSeptic Tank—Liquid capacity...004?_gallons Length_.!�_%_�i.____ Width........_?._...... Diameter................ Depth_Q!_Sr-__-- x Disposal Trench—No_ _________________— Width.................... Total Length.................... Total leaching area_....LOA....sq. ft. Seepage Pit No.......l_............ Diameter......._'__........ Depth below inlet.......G......... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) F" Percolation Test Results Performed by----------- ______________ Date....T!.,_L_ _.3.0 19 1 Test Pit No. 1...<__lr�minutes per inch Depth of Test Pit.......A_:?�....... Depth to ground water------1•,-)_Q__ . (i Test Pit No. 2................minutes per inch Depth of Test Pit......... Depth to ground water......... a+ --•••-•-•-----------------•---•-----••---••-•-._............• *••---- --------•----- ----•------•------------------------ •----------- ----••-- --- xDescription If Soil---•-L ." ...... t�,�t} r� `a " ....... ..' a . ....... WA ..... ---------------------------------------------------------- ------•---••-. ....--•••••••-••-----•••----•-----......----•-------••••-••••••-••--•---••-•-•-•••......•••--.....--••••-••••--••---••-••-•- V., Nature of Repairs or Alterations—Answer when applicable............ CL -_ _!*��_<< e_Jvc. 1, t' -------------•----...------.._...___.-•-•-------•--•----•---------------•-------•_____..............--•-----....---•----....---•-----------------....---...--•-•-.._._..-•-•--•••-••. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITIZ 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certifi to of Compliance has been issued by the board/of health. Signed. t7, -- C.! ......... -�?Date ApplicationApproved y........•-.. _ .................................... ................................... ....................................... Date Application Disapproved for the following reasons:................................................................................................................ -----------------------------•---------------------•--------...--'--•-----------•------------------•-----------------------------•--- ------------------------ `. Date Permit-No.__ __, ' 3 3 -------------------------------------------- Issued...................................... --•--- Date .: THE. COMMONWEALTH OF MASSACHUSETTS t BOARD OF HEALTH A. ..........................................OF.......... j i<u,J�"/�.� ..`....................................... Trtifiratr of Tonic haurr THIS IS TO CERTIFY That the w>dual.Sewage Disposal System constructed ( ) or Repaired00 ( ) by------------------------------------------- •� ,-• <'� �-•---------------------------------------------------•--------------•--------....._........-----•--•-•--•-••- ,11 Installer ...... has been installed in accordance with the provisions of TITI: 5 of The State Sanitary Code as described in the application for Disposal Works' Construction Permit'No:._. a?_-_: l� t._____________ dated_... .................. THE ISSU-A CE F THIS CERTIFICATE SHALL NOT BE CONSTRUED GUARANTEE THAT THE SYSTEM WILV_,1F ION SATISFACTORY. DATE._..�....`1.••--- ................................................ Inspector........ •-• •-•••---••••••••--••••••-•••••••••••-••--••-••-.._.......•-•-•_.... ` THE COMMONWEALTH OF MASSACHUSETTS i BOARD®F HEALTH --- ° �Lr,STi lr( :............................... />U - S-�..? OF.. l,<ti No...._._X,�__.._...._. FEE...............:......... �i��o��lork��on�#riion rrmi� • Permission is hereby granted...... r-�4. ------. ---------------------------------•-------•------.......-------------•---- ...---._.. to Construct (X ) or Repair ( ) an Individ Sewage Disposal System atNo.....1_p-r. ...... / ✓eyyy{ )may ��. /�-ic�s-------------------------------------------------------------•-•--•---•... .r Street as shown on the_application for Disposal storks Consiru sction Permit .- '_ 5`-_ Dated___ ............. r � ' --••••-----•- �Q_ Board of Health ` DATE •-••---••-••••••••7. FORM 1255 HOBBS & WARREN,' INC.. PUBLISHERS AsBuilt Page 1 of 2 L0CAT)Q-- �jRE�S SEWAGE PERMIT NO. VILLAGE �•\ f`\@�j 1 Q}:`a �� \ 1.\ j INSTALLER'S NAME i A.DDRESS IUIL0EIt OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED htt ://iss 12/intranet/ ro data/p rebuilt.as x?ma ar=027083&se =1 7/10/2017 P q P P P P PP q � --Q- -----'No- -- -- Fee- BOARD OF HEALTH TOWN OF BARNSTABLE ApplicationArVell Con!9truction Permit A 1* at ion s her by made for a permit to Construct (&1/, Alter or R ZF indivi ta t�at: -41 1 sz— Ud ---7 -'0---i---- cation — Address Assessor Map and Parcel Owner Address --- ------------A --— -----------—---------------------- Installer — Driller Ad ss Type of Building Dwelling--------------------------------------------------- Other - Type of Building No. of Persons-------------------------_____ Type of Well— Capacity--Z --- Purpose of Well Agreement: The undersigned agrees to install the aforidescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation unti C rtifica nce has been issued by the Board of Health. 4 Signed 01 date Application Approved By date Application Disapproved for the following reasons date Permit No. Issued date ------------------ --------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed Altered or Repaired by-----— Installer at —------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated -------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE Inspector - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - No.-=-- --- --- ----- �. Fee------ -------------- BOARD OF HEALTH % TOWN- OF,-BAR,N STAB LE ���Iicationt,�'or�e[C �Cori�truction�ermit Ap 1' ation is hereby made fora permit:to.Construct (�T -t lter ( ), or R ;ir a indivi a ell at: Location . .Address �' Assessor Map'and Parcel -- r ✓J� Owner Address Installer Driller x Add ss„ Type of Building Dwelling Other -Type of Building--= N o o. of Persons--------.- Type of-Well -------- ------ ---— Purpose of Well---- �`wL� ti Agreement: The undersigned agrees to;install the'aforedescnbedi'>ndividual well in accordance with•the provisions of The Town of Barnstable Board.of'Health Private WdOrotection Regulation, - The undersigned further agrees not to place the well in operation until­a C Ltif;icate . �o ,p 'ante has.been issued.by the Board of Health. Signed _ (Z date i Application Approved BY ——= / --- 3 -/ date r Application Disapproved for the following reasons.. ---------= - --------- _________—_�_--_ j i 1 date Permit No. �" T _— Issued date i ��}7�T,se.l:'iai.!M:..r+s:!611fS=.++A`+'t=:lvrko5/bek;T f/'siPigaEhet.31'eSei'rbl.�'s:liaof,iimsari�ar�l2+aalt�c6ti�:ilofavaslee+s�t !s!e a-�.ee�slz+r:awK.Oas�� ez.rdtawaeal�.aselse:ra�aes9ile��we�rrMi!rJTrw.r� BOARD OF HEALTH - TOWN OF BARNSTABLE Certificate.®f -compliance THIS IS TO CERTIFY, That the.Individual Well Constructed ( )"- Altered ( ), or Repaired ( ) by: ------ ------ ----- --------�—�------Installer �.------------------------ ----- — -- I Eat: --= — --� ------ = — — { -- — — ------- -- f has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection ( Regulation as described in the,application for Well Construction Permit,No.. ----__________Dated----- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL l SYSTEM WILL FUNCTION.SATISFACTORY: I DATE—---- - Inspector-- ----- - -- -- -----—- - rT.ri 4ili�lofiti`Ili9ilit�l6li9�rgilitititiTFlit6d4lMiliw!itiQlifilititAli:lib;lalnlibliKSititi!i ti9YlitliHGlu4;l;litiPyS�,wi�f�A�!P!i!iSi'!lliNTili!Miw�i�i9i�li!Nh*4�!iTiT�' k BOARD OF HEALTH TOWN OF BARNSTABLE j Vell Con!5truct ion i3ermit i No. ------ Fee- Permission is hereby ranted to Const et (� Alte ( air ( Indbi. 1 ge at: /7) No. - g- � ------------------------- -- t teat as shown on tog 111 o for a Well Construction Permit No -�� =t— .- --- ------ - Dated- - ------- - - Board of He DATE / — -- I I. CODE COMPLIANCE ALL WORK SHALL CONFORM TO CURRENT BUILDING CODES,FEDERAL,STATE AND LOCAL CODE REQUIREMENTS, LAWS AND ORDINANCES. COMPLIANCE WITH CURRENT VERSIONS OF THE FOLLOWING CODES AND AGENCIES ARE REQUIRED: ® r----1 r__-1 �r-Tr-1 IBRC-International Residential Building Code I �rEW CASED a►* I I IEBC-International Existing Building Code a nl n I I OPOPS AT GABLE I LL J1L JJ IECC-International Energy Conservation Code 00 1 I amsm PLAN1 wa WIDOW OW a IMC-International Mechanical Code II 1 I 1f%'L i4S REW IFC-International Fire Code I t I I 780 CMR-MA Amendments to the IBC 527 CMR-MA fire prevention and electrical regulations 521 CMR-MA accessibility regulations Existing Front Elevation SAW aR•EXWM 248 CMR-MA plumbing regulations 1 Scale 1/8"=1'-0" ___ to 3 524 CMR-MA elevator regulations • I 8PAM I STATE OF MASSACHUSETTS BUILDING CODE 8th EDITION I I BARNSTABLE COUNTY AND TOWN OF BARNSTABLE rJ -'---------------------------------L pr Existing/Demo Side Elevation u2310184 . ## 3 D27003 , . EXISTING z AJA DECK NEW LANDING 01 A= a aL SITE P LAN EXISTING NO SCALE Project EXISTING TWO BED ROOM FAMILY RM. 0 HOUSE WITH FIN. BASEMENT ADDITION 163 Au rd ry Lane 32'x 24' Map/Block/Lot: 027 / 083 Use Code: 1010 Date: 6/05/17 Existing Footprint w/ Addition '�4'-0" Sheet Number: 3 Scale: 1/8"=1'-0" T1 ■ NAILING SCHEDULE WALL OPENING FRAMING SCHEDULE LOADBEARING WALL NON-LOADBEARING WALL NO.OF KING NO.OF JACK UNLESS OTHERWISE STATED,SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES.BOX HEADER SPAN MINIMUM HEADER SIZE MINIMUM HEADER SIZE OPENING LOCATION STUDS STUDS AND PNEUMATIC NAILS OF EQUIVALENT DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE NOTED. 2 FT 2-2x4 1-2x4(FLAT) 5 3'-0"FROM OUTSIDE 2 2 3 FT 2-2x4 1-2x4(FLAT) CORNER >3'-0"FROM OUTSIDE 2 1 NUMBER OF NUMBER OF 4 FT 2-2x4 1-2x4(FLAT) CORNER JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING 5 FT 2-2x4 1-2x4(FLAT) 6 FT 2-2x6 2-2x4 ROOF FRAMING 7 FT 2-2x8 2-2x4 ALL LOCATIONS 3 2 8 FT 2-2x12 2-2x4 BLOCKING TO RAFTER(TOE-NAILED) (2)8d (2)10d EACH END 9 FT 3-2x10 2-2x6 RIM BOARD TO RAFTER(END-NAILED) (2)16d (3)16d EACH END 10 FT 3-2x12 2-2x6 ALL LOCATIONS 4 2 11 FT 4-2x10 2-2x6 WALL FRAMING 12 FT 2-2x6 ALL LOCATIONS 5 2 TOP PLATES AT INTERSECTIONS(FACE-NAILED) (4)16d (5)16d AT JOINTS RESIDENTIAL BUILDNG DESIGN CRITERIA 1.3 FRAMING STUD TO STUD(FACE-NAILED) (2)16d (2)16d 24"o/c Story to Story Uplift and Lateral Connections see Detail. 780 CMR General framing connections shall be in HEADER TO HEADER(FACE-NAILED) 16d 16d 16"o/c ALONG EDGES THE STATE OF MASSACHUSETTS STATE BUILDING CODE Accordance with 780CMR 8th Edition unless noted. Studs&Headers at Wall Openings see Table. STATE BOARD OF BUILDING REGULATIONS&STANDARDS Provide framing connections per General Nailing Schedule. FLOOR FRAMING Eighth edition of the Massachusetts State Building Code 4.3 EXTERIOR WALL SHEATHING (One and Two Family Dwelling Code) R301.5 Live Load Provide 7/16"wood structural panel sheathing on JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) (4)8d (4)10d PER JOIST Minimum uniformly distributed live loads,Table R301.5: all exterior walls.Provide the minimum required WOOD FRAM CONSTRUCTION MANUAL-WFCM Attics without storage;10 psf percentage full-height sheathing see Tables 10& BLOCKING TO JOIST(TOE-NAILED) (2)8d (2)10d EACH END 110 MPH EXPOSURE B Attics with Storage;20 psf 11 in the Wood Frame Construction Manual 110 BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) (3)16d (4)16d EACH BLOCK Guide to Wood Construction in High Wind Areas Decks;40 psf MPH Ex.B. For one and two family Dwellings. Exterior Balconies;40 psf LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) (3)16d (4)16d EACH JOIST Fire Escapes;40 psf Exterior wall sheathing shall be nailed 6"O.C.edge NOTE: Guardrails,Handrails 200 psf. and 12"O.C.field,with 8d common nails. JOIST ON LEDGER TO BEAM(TOE-NAILED) (3)8d (3)10d PER JOIST IT IS THE INTENT TO PROVIDE A CONTINUOUS LOAD Guardrails in fill components;50 psf BAND JOIST TO JOIST(END-NAILED) (3)16d (4)16d PER JOIST PATH,THE INTERCONNECTION OF ALL FRAMING Passenger vehicle garage;50 psf 5.1 ROOF ELEMENTS IS CRITICAL TO A WIND-RESISTIVE Rooms other than sleeping;40 psf Roof span shall not exceed 36'-0" BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) (2)16d (3)16d PER FOOT BUILDING.A CONTINOUS LOAD PATH OF Sleeping Rooms;30 psf Roof openings shall not exceed the lesser of INTERCONNECTED FRAMING ELEMENTS FROM Stairs;40 psf 12'-0"or 50%of the building dimension.U2 or W/2. ROOF SHEATHING (WOOD STRUCTURAL PANELS) FOOTINGS AND FOUNDATION WALLS TO FLOORS, Roof slope shall not be greater than 12112. WALLS,AND ROOF FRAMING SHALL BE PROVIDED. R301.7 Deflection RAFTERS OR TRUSSES SPACED UP TO 16"o/c 8d 10d 6"EDGE J 6"FIELD The allowable deflection shall not exceed Table R301.7 5.2 WOOD RAFTERS 1.1 SCOPE Rafters greater than 3/12;U180 The clear span of rafters shall meet or exceed RAFTERS OR TRUSSES SPACED OVER 16"o/c 8d 10d 4"EDGE/4"FIELD Interior Walls;H/180 the values set forth in 780CMR 8th Edition,The Table 5301.2(4)Massachusetts Basic Wind Speeds Floors/Ceilings;U360 maximum rafter span shall be limited to%of GABLE ENDWALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD Town:Wareham,Basic Wind Speed 110 mph Exterior Walls,stucco;H/360 the span permitted for the 20psf roof live load WITHOUT GABLE OVERHANG Exterior Walls,brittle;U240 case,not to exceed 26-0". 5301.2.1.4 Exposure Category Exterior Walls,flexible;U120 Provide Simpson H2.5 uplift connectors at each GABLE ENDWALL RAKE OR RAKE TRUSS WITH 1 Exposure A:City Rafter or truss. STRUCTRUAL OUTLOOKERS 8d 10d 6"EDGE/6"FIELD 2 Exposure B:Urban,Suburban 2.1 FOUNDATION Provide minimum 1 by 8 collar/rafter ties at 32" GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD 3 Exposure C:Open Terrain Concrete shall be a minimum 3,000 PSI at 28 days. O.C.located in the upper third of the attic space 4 Exposure D:Flat Unobstructed and attached to rafters using 5-10d nails at CEILING SHEATHING 2.2 FOUNDATION ANCHORAGE each end. Exposure B:Wareham Provide 518"diameter by 12"long by 3"hook GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD Anchor bolts @ 42"O.C.with 3"X 3"X 1/4"plates. 5.3 ROOF SHEATHING Table R301.2(5)Massachusetts Ground Snow Loads Provide an anchor bolt 6"to 12"from comer. Provide 7/16"wood structural panel sheathing on all roofs. WALL SHEATHING Town:Wareham,Snow Load;25 psf 3.1 FLOORS 5.4 ROOF BRACING ENDWALL WOOD STUCTURAL PANELS -STUDS SPACED UP TO 24"o1c 8d 10d 6"EDGE/12"FIELD R301.2.1.2 Protection of Openings The Gear span of floor joist shall meet or Blocking and connections shall be provided at Windows in wind bome debris regions shall have exceed the values set forth in 780CMR 8th Edition. panel edges perpendicular to roof framing Yz"AND 23/32'FIBERBOARD PANELS 8d1 — 3"EDGE/6"FIELD Glazed openings protected from wind borne debris members in the first two truss or rafter spaces Yz"GYPSUM WALLBOARD Sd COOLERS — 7"EDGE/10"FIELD In accordance with Large Missile Test of ASTM E Floor openings shall not exceed the lesser of and shall be 48"O.C.see Detail. 1996 and of ASTM E 1886. 12'-0"or 50%of the building dimension,U2 or W/2. FLOOR SHEATHING Exception:Wood structural panels,7/16"by 8'-0", Project (WOOD STRUCTURAL PANELS) Shall be permitted for opening protection in one 3.6 FLOOR BRACING 1"OR LESS 8d 10d 6"EDGE J 12"FIELD And two story buildings in accordance with Table Blocking and connections shall be provided at 11 5301.2.1.2 and the IBC.Contractor to provide labeled, panel edges perpendicular to floor framing 16 3 A u rd ry Lane GREATER THAN 1" 10d 16d 6"EDGE/6"FIELD numbered,pre-screwed wood structural panels;to be utilized members in the first two truss or joist spaces in the case of a hurricane. and shall be 48"O.C.see Floor Bracing Detail. 1 CORROSION REISISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL REQUIREMENTS. FEMA 543 Definitions 4.1 WALLS Q Wind-bome debris regions.Areas within Loadbearing walls shall not exceed 10'-10"in height Map/Block/Lot: 0 / 0(� Hurricane-prone regions located: Non-loadbearing wall shall not exceed 20'-0"in height. 1.Within 1 mile of the coastal mean high water Line where the basic wind speed 4.2 EXTERIOR WALLS Use Code: 1010 Is equal to or greater than 120 mph and in Hawaii. Maximum Loadbearing Stud Length 2.In areas where the basic wind speed is equal 2 by 4#2 at 16"O.C;9'-9" to or greater than 120 mph. 2 by 6#2 at 16"O.C;9'-9" Date: 6/05/17 1.2 APPLICABILITY Maximum Non-loadbearing Stud Length 2 by 4#2 at 16"O.C;11'-5" Two Story,768 SF 2 by 6#2 at 16"O.C;18'-5" Sheet Number: Roof Pitch;8±112 Gable Walls Mean Roof Height;24'-0"t Shall be braced for a distance of at least 1/3 Building Length x Width;32'-0".by 24'-0" of the building width with wood structural panels Aspect Ratio(L/W);1.33 or at least 90%of the building width with T1 m2 Nominal Height of Tallest Opening;6'-8" gypsum wall board. — STUD WALL BOTTOM PLATE STUD Q� RAFTER JOIST OR TRUSS f JOIST OR TRUSS SUBFLOORING DOUBLE PLATE BAND SILL BLOCKING @ 48"O.C. BLOCKING @ 48"O.C. JOIST °a pO .4 STUD WALL STUD WALL STUD FLOOR FRAMING AT EXTERIOR WALL FRAMING AT GABLE ENDS ROOF BRACE DETAIL FLOOR BRACE DETAIL NOT TO crnl F NOT TO SCALE NOT TO SCALE NOT TO SCALE RAFTER @ 16"O.C. DOUBLE PLATE 1/2"CDX SHEATHING CONTINUOUS HEADER oa H2.5 @ EA.RAFTER @ MULTIPLE OPENINGS TOP PLATE DBL TOP PLATE NAIL 8d COMMON EXTEND HEADER TYPICAL RAFTER TO PLATE CONNECTION NALS @ 3"O.C. TO KING STUD TRIPLE HEADER J()T T(1 Rl:AI F NAIL TOP PLATE JACK FLOOR JOIST @ 16"O.C. 5/8"ANCHOR BOLTS TO BTM.OF HDR_ STUD 2x STUDS @ 16"O.C. 3"x3"PLATE WASHERS 2 ROWS 16d NAILS DOUBLE @ 3"O.C. STUD OPENING ao H2.5 @ EA.JOIST FOUNDATION a ° TOP PLATE BOTTOM PLATE 314"PLYWOOD SUBFLOOR TYPICAL FLOOR JOIST TO PLATE CONNECTION TYPICAL NARROW WALL BRACING NOT TO SCALE RIM JOIST NOT TO SCALE Project °a FLOOR JOISTS 5/8"ANCHOR BOLTS w/ " ° SILL PLATE x3"x1/4"PLATE WASHERS 163 A u rd ry Lane " a EXTERIOR WALL OPENINGS, HEADER ° DETAILS WITH JACK STUDS 1/2"WOOD STRUCTURAL PANELS " e e Map/Block/Lot: 027 / 083 SILL PLATE TO TOP PLATE v 8 B 1 SEE NAILING SCHEDULE ° 'd' SILL PLATE Use Code: 1010 6 �. 4 Date: 6/05/17 r .. 7" MIN SILL TO PLATE w/WOOD STRUCTURAL PANELS Sheet Number: NOT TO SCALE ANCHOR BOLT DETAIL NOT TO SCALE Tl m3 44'-O' 0 iY Q a 5-Ox6-8 t .❑ -6x ��t I J ti Iw i�N I tU IO FOUNDATION: WALLS I I t ~ 6�8 fx 3000PS1 FOOTING: ° • 2'-0"x42"M1N 4' B.G. I ,° I 0 DUST CAP 3" CONC. �f. U OVER 6MIL. POLY I I ,- , 5_g 2-42 I . I W LN 0 o 0 31)UST CAP OVER 0 N 6 MIL POLY VAPOR BARRIER N 0 OVER GRAVEL COMPACT FILL I I O NEW GAS O FIRE PLACE a` ' O NEW 3'x3' 0 OPEN G TO I Q CRAWL U I I NEW FAMILY ROOM SPACE II `° I I I Z: I Q i� .a. 0 7.7 N 3'-6' 7'-0" 3'-6' 44'-O' 44'-O' Project ATTACH NEW FOUNDATION TO OLD 163 Au rd ry Lane W/ 24' LONG #5 DOWELS DRILLED AND EPDXYED ® 46' O.C. VERTICALLY EMBED TO EXISTING F1rSt Floor Plan (TYP. AT ALL NEW END WALL CONNECTIONS) Map/Block/Lot: 027 / 083 TPparfiail Scale: 1/4"=1'-0" Use Code: 1010 �Foundation Plan °ate' 6/05/17 0" Sheet Number: Al ■ I I I I I I I I I I i I I I i I I I TW2446 TW2446 I TW2446 TW2446 I I I (WScale.ront elevation Ile =1'-0" 2Side elevation Scale: 1/4"=1'-0" ROOF CONSTRUCTION: •REBUTTED a RESQUARED RED CEDAR SHINGLES (TO MATCH EXISTING) ON •#30 FELT PAPER ON • %8 EXTERIOR PLYWOOD SHEATHING ON •2X' WOOD RAFTERS (SEE STRUCTURAL DRAWINGS) •R49 INSULATION ON •1XT WOOD STRAPPING ® 16' O/C ON •Y2' BLUE BD SKIM COAT PLASTER OR GYPBD Project I TYPICAL EXTERIOR WALL CONSTRUCTTON: Q 163 A u rd ry Lane • WHITE CEDAR SHINGLES (TO MATCH EXISTING, PRE-DIPPED 1N BLEACHING OIL) ON •TYVEK HOMEWRAP ON I FWG5068 • Y'CDX PLYWD Map/Block/Lot: 027 / 083 • 2X6' WOOD STUDS ® 16' O/C R21 ON Use Code: 1010 • Y' BLUE BD SKIM COAT PLASTER OR DRY WALL Date: 6/05/17 TYPICAL FIRST FLOOR CONSTRUCTION: — — •2X1O' FLOOR JOISTS 46° O.G., Sheet Number: •3/4° PLYWOOD SUBFLOOR, GLUED a NAILED •R36 INSULATION Rear elevation A2mO 3 Scale: 114"=1'-0" ROOF CONSTRUCTION: • REBUTTED & RESQUARED RED CEDAR SHINGLES (TO MATCH EXISTING) ON •#30 FELT PAPER ON •%e EXTERIOR PLYWOOD SHEATHING ON •2X' WOOD RAFTERS (SEE STRUCTURAL DRAWINGS) •R49 INSULATION ON •1X3' WOOD STRAPPING ® 16' O/C ON RIDGE VENT •y' BLUE BD SKIM COAT PLASTER OR GYPBD MATCH EXISTING 2X12 RIDGE HOUSE SLOPE I 2X12 046" O.C. RIDGE TYPICAL EXTERIOR WALL CONSTRUCTION: 2X8 046' O.C. RIDGE •WHITE CEDAR SHINGLES (TO MATCH EXISTING, CUT CEILING JOIST TO CLR PRE-DIPPED IN BLEACHING OIL) ON PROPER VENT •TYVEK HOMEWRAP ON 2x8 STOP BLOCKING 2XV PLYWD 2X6' WOOD STUDS ® 16' O/C R21 ON •Y' BLUE BD SKIM COAT PLASTER OR DRY WALL TYPICAL FIRST FLOOR CONSTRUCTION: •2XIO" FLOOR JOISTS 46" O.G., •3/4' PLYWOOD SUBFLOOR, GLUED 9 NAILED •R36 INSULATION 0 I 2X10 016° O.C. (2) 2x8 PT SILL ON SILL SEALER NEW OPEN'G 3' CONC. TO CRAWL DUST CAP WATER PROOFING AS' REQ'D TYP. SPACE OVER 6MIL. t j p POLLY PERIMETER DRAIN, SET 1N Project m Q GRAVEL, COVER WITH GROUND D CLOT H.TH. RUN TO DRYWELL(S) OR OPEN AIR 163 A u rd ry Lane Map/Block/Lot: 027 / 083 (1 y�Sca-lei /4" uilding Section Use Code: 1010 =1'-o" Date: 6/05/17 Sheet Number: A3mO YR r SECTION - SEWAGE t 5 - SEPTIC TANK "D" BOX LEACH __ !T TOP OF FDN 4..7_ (MS L)+t _ „2„OF,,aTO 42" f 10TE ��ti�, Gvv�l WASHED STONE % / 1 ( I ) y) \, r. I NIIi LEsr4 Q,j / 1 OUT- IN- OUT IN. ` / `y�1:•� / -70,(�/ �_5•_��/ STANIK �C��J.�J_5 T �Q �� o-ll.� / 6 ✓ �nT 4/� ELEV. ELEV. ELEV, y a J /4 �,—I•�1 (aZ,7Q ELEV. �, _� 2 / �o J 4 ELEV. ELEV. O WASHED STONE �� TEST HOLE LOG TEST BY Q .► Rlszgd)-j�4_ - — T.'IF Fc�•.r� / r TEST DATE 4--Sv 32' 1`�e>> WITNESS 3 _BEDROOM HOUSE DESIGN ' T.H. # 1 T.H. # 2 I►�'. i + Zp _ ELEV.o n, _ _._ ELEV.(:_ j NO on r.•. L•na K,I ,•. ' - DISPOSER DISPOSER v q i PEAC RATE ----MIN%IN• -- 1- I 3 L.k, l7ws�Ll�c ' 1 3�CJ(GAL./DAY ) ,.,4.), FLOW RATE SEPTICTANK 3.3(::> (WS = -!I 9 L 'J - I Yoe�D.E��.1q,25 REQ'D SEPTIC TANK SIZE 1c-)C">C-> 3 I ? LEACH FACILITY �\ f me i ' SIDE WALL BCT v <o ( Z. = 31-1_U JG/D. BOTTOM -- -4 ZTt- _( 1 ) So,Z-� G/D. ` In \ < \ TOTAL 2 i ' 113 USE: nfJ� _.LEAHING ' T ✓� � � 149 5y�� (44 _ 5_4 C — ��7i _WATER ENCOUNTERED — --------- — —. _ — NOTES: (UNLESS OTHERWISE NOTED) �' - v s G c v ��^^• - - 1. DATUM (MSL)+TAKEN FROM_,-___. �. ....�___._-..T..._._I_-..QUADRANGLE MAP ���• --"-'"" — —• — "'-"' — — —' _ — ""— 2. MUNICIPAL WATER---__-AS_ti?OT--------•-•--_--.-AVAILABLE ,1 ►A�as� t 3. PIPE PITCH: 'A"PER FOOT 4. DESIGN LOADING FOR ALL PRE-CAST UNITS: AASHO - F'L'"` U _-44 ;y -- �--- 5. MIN. GROUND COVER OVER ALL SEWAGE FACILITIES: (1) FT. • `�' `, �� �. _ �+• DISTANCE AS CERTIFIED 6. PIPE JOINTS SHALL BE MADE WATER TIGHT .._ A(�fiE. '\�,., �•� "ti 7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. _ t `� 1 I HEREBY CERTIFY THAT THE BUILDING SITE PLAN IT � c STATE ENVIRONMENTAL CODE TITLE 5 �';( (;_p,•,•;r>, , •:� 1 SHOWN ON THIS PLAN IS LOCATED ON THE � �-�• �, t•) t—"�3,z�� � LA►,J� '7 LOCUS: � A►�Y �..�a sv� � n ��,tNL �aGUuN �ct•c_ (� w �� r _ I �}+� GROUND AS SHOWN HEREON &THAT IT — CONFORM TO THE ZONING BY LAWS OF THE M A} S—}'C�►�1 S N( I L-L� — �j� Vim►-tp�1F!> ti✓vGL /a � � j �t►C.E= O: \J' A2.:7�rr TOWN OF 1f l�tsC.cl ��Rj'r�� +�-f r'Z- �} '-.+� 'sir �. .E�hJ >'i+-'t; Gy�� t. REG.PRgE�SSIOfrAL ENGINEER WHEN CONSTRUCTED. DATE REF: down Cape elIgIfteerl'I'g PREPARED FOR: ��r'r` CIVIL ENGINEERS ---- -------- LAND SURVEYORS BOARD OF HEALTH REG. LAND SURVEYOR I, ► (EXISTING) SCALE 1 = 3 CD 1✓)by��9g� (PROPOSED)—0-0-0-0— APPROVED —DATE— CONTOURS �r�2`�3SAt3l� MA Yarmouth&Orleans,MAC DATE