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HomeMy WebLinkAboutBLD-17-1690CONTINUOUS VENTING N U 0 m � 0 0 IL j SIL SIL SIL SIL SIL 117 SIL 11L SIL SIL SIL SIL JIL SIL SIL SIL W oILW U �O SIL SIL S1L SL SIL N U 0 m � 0 0 IL j CONTINUOUS RIDGE VENTING IX8 FRIEZEBOARD S1L 11L SIL 3111/L 31111E .�1_1,/e _W_ /u SIL SIL FALSE CHIMNEY CONTINUOUS RIDGE VENTING COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS., Nh AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR STATUTORY DAMAGES BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND NEW ENGLAND HOME DESIGN; FORBIDDEN. NEW ENGLAND HOME DESIGNS LIABILITY IS LIMITED TO THE CUSTOM HOME DESIGNERS COST OF THESE PLANS. ACCEPTANCE AND FINAL PAYMENT AND PLANNERS BY THE OWNER INDICATES THEIR ACCEPTANCE OF THIS RESIDENTIAL AND COMMERCIAL PROVISION. CONSULTANTS (413)283-4860 184 HOVEY ROAD MONSON, MA. 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ILE®� DATE. -- �_✓ BUILDING OFFICIAL �� 1111i�� - FILE COPY � _——--—_■■ ONES INEEMEN _ min =_ O - WIN 111 mills son ME 1X10 SKIRTBOARDS -1[011 in L SIL SIL SIL SIL SIL SIL SIL SIL SIL 11L SIL SIL SIL SIL JIL SIL SIL SIL SIL 11L SIL JIL 11L SIL SIL S1L SL SIL JL ilu� JIL S1L 3L1/< 3111 illy. �111� 3 � 3111 31W__ 3111- _] "LL 3111-iilSL< _L41/�- i>u� ! 3uu ill _W_ LIL 11L illy 3>u� 3>u� -1L JE- �Ll/< �111Jb Ill/< 3111 ASul- 3SU� -�WjE. -'� �--si�1E- 3 1E- 3111/_ 31ll� 3D -E- 4_W/Z_ ALl� .k111� j jU_ 31L iW� 3111/ _W_ SIL i>u� 311/ SIL 31111E 3L1� JV_ JV_ _W_ _�11_1� �111� 41111 491&- 1UIL- _;L=_ 4JUV4- 3Wk_ 3l{l/6- _W_ f,.. _W_ _W_ _W_ _W_ �Y_ _W_ _W_ SIL SIL SIL SIL SIL SIL SIL 11L SIL SIL S1L S1L SIL SIL SIL 31L SIL 1IL 111 SIL 1lL SIL 11L .SIL �W/ " �� 1111/< 311U� 3111 3111/ �lll� illy-iLily� 3� 31�� 3L/� illy - 3111 �i�� 3111 E 31111E LEFT SIDE ELEVATION 2 3 L 4 a �� C(-'.AT.F.= 1/4"=1'O" % CONTINUOUS RIDGE VENTING IX8 FRIEZEBOARD S1L 11L SIL 3111/L 31111E .�1_1,/e _W_ /u SIL SIL FALSE CHIMNEY CONTINUOUS RIDGE VENTING COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS., Nh AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR STATUTORY DAMAGES BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND NEW ENGLAND HOME DESIGN; FORBIDDEN. NEW ENGLAND HOME DESIGNS LIABILITY IS LIMITED TO THE CUSTOM HOME DESIGNERS COST OF THESE PLANS. ACCEPTANCE AND FINAL PAYMENT AND PLANNERS BY THE OWNER INDICATES THEIR ACCEPTANCE OF THIS RESIDENTIAL AND COMMERCIAL PROVISION. CONSULTANTS (413)283-4860 184 HOVEY ROAD MONSON, MA. 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ILE®� DATE. -- �_✓ BUILDING OFFICIAL �� 1111i�� - FILE COPY � _——--—_■■ ONES INEEMEN _ min =_ O - WIN 111 mills son ME 1X10 SKIRTBOARDS -1[011 in L SIL SIL SIL SIL SIL SIL SIL SIL SIL SIL ,1L SIL SIL SU._ SIL SIL SIL SIL SIL - SIL 11L 11L SIL SIL - - SIL SIL SIL SIL SIL -- SIL ilu� 3111 3111 3L1/< 3111 illy. �111� 3 � 3111 31W__ 3111- _] "LL 3111-iilSL< _L41/�- i>u� X111/L iw./6 _)1_W.L1 311L�- .3111 3uu ill _W_ LIL 11L _W_ SIL JV_ �1L SIL SIL SIL SIL SIL S1L aV_ _W_ SIL SIL JP_ SIL _W_ SIL _W_ SIL _W_ SIL _W_ SIL _W_ _1v_ S1L SIL jU_ 31L _W_ _W_ SIL 11L _W_ SIL _W_ SIL .tL JY_ _W_ 9_ _W_ -LL SIL .111_ SIL SIL SIL 31111E 3L1� 3111 -].iIV�E 3i�� 3lL(� _�11_1� �111� 41111 491&- 1UIL- _;L=_ 4JUV4- 3Wk_ 3l{l/6- 411/ 3111 3111/Z_ _k}li(! 411 4ULk- au{/4 _LLlt1_ �Wl/ 4ll _W_ _W AL W_ aV_ JY_ _N_ _W_ _W_ _W_ JL_ _�Y_ _W_ _W_ _W_ J4_ _h_ 1Y_ 3'_ _W_ UL 11L SIL SIL SIL SIL SIL SIL SIL SIL SIL 11L 11L SIL SIL 11L 11L SIL SIL SIL SIL SIL SIL SIL 11L S1L SIL SIL SIL FRONT ELEVATION F1L2J 3 SCALE 1/4"=1'011 W Yarmouth IIt:11h ttrartnrent A APPRO. �'ED _ FRONT ELEVATION Issue Dates: SEPTEMBER 12, 2016 Scale: 1/411=11011 Project #: Drawn By: 16-1045 DWS Sheet #: SECTION "A" 1 2 3 4 a/ SCALE: 1/4" =1'0" CONTINUOUS RIDGE VENTING 4'-O" rAF.7 FALSE Cf41MNE Y SECTION IIB" FTIL2J 31 4 8 SCALE: 1/4"=1'0" CONTINUOUS RIDGE VENTING NONE mm MOEN ■r■■1■rr■1■■r■�■r■■1■rl ,, ■1■■ A 1 ■■1■■1 ....■■■1■■■■1■r■� Boom��■■■fir■■■Ir■■■It■■■■tl ■fir I lUtfllilmm I■■�■■■■■It■■■�■■■I '11■■■�I■��■ 1 ■�■■■■��■■ ■lr■s■iI■■■■•- --• • ung■■■■1r■■■■1■■■■rI1■■■■11 ISI I■■1 " ■1t��11r■��111 I—� -�Imme■�Ilrl■��irl Iml I�11�■L IXIO SKI'TSOARDS !-URAL DIMENSION SHINGLE ED GRADE COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS., AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR STATUTORY DAMAGES BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND FORBIDDEN. NEW ENGLAND HOME DESIGNS LIABILITY IS LIMITED TO THE CONTINUOUS RIDGE VENTING COST OF THESE PLANS. ACCEPTANCE AND FINAL PAYMENT BY THE OWNER INDICATES THEIR ACCEPTANCE OF THIS PROVISION. 2X10 RIDGE 12 ,21 2X4-48" O.C. 2X8-16' O.C. FIR 2/2X4 2X4 -I4" O.C. 3/4" TOG —] 2X4 2XB-1L' O.C. 1/2' PL YS � 1CFIWATER BARRIER SECTION I'C" SCALE: 1/411=1'0" 1,-0, 2X72-14" O.C. FIR _ _I _ _ SOLID BLOCKING _l l_ (4) 2X12 BEAM:. •. JIL 1IL JIL '." w`. SIL JIL JIL 3'�"m LALLY COLUMN JIL JIL JIL 11L JIL SIL WITH 5PFLD. CAPS AND JIL JIL Itl DETAIL "C" JIL 11L PLATES 11L JIL JIL JIL J1L JIL -1J1 SIL JIL 11L JIL I p x!11 1IL JIL ,- 2'6"X2'6"X16" 4" CONCRETE FLOOR COLUMN FOOTING OVER POLYETHYLENE SECTION I'C" SCALE: 1/411=1'0" 1,-0, REAR ELEVAT] SCALE 1/411=170" 1-L 2 3 4 a �4 16V FELT ARCH/TECTURAL DIMENSION SHINGLE AS SPECIFIED IILTAII 'A' 1'-0• DETAIL GRADE NE HIL.10P NEW ENGLAND HOME DESIGNS CUSTOM HOME DESIGNERS AND PLANNERS RESIDENTIAL AND COMMERCIAL CONSULTANTS (413)283-4860 184 HOVEY ROAD MONSON, MA. DESIGNING HONES OF DIS97WC2703V SINCE 1985 r� Sheet Description: REAR ELEVATION Issue Dates: SEPTEMBER 12, 2016 [Scale:1/4'11'01' roject #: Drawn By: 16-1045 DWS Sheet #: _I _ _I _ _ _l l_ JIL 1IL JIL '." SIL SIL JIL JIL JIL JIL JIL JIL 11L JIL SIL JIL JIL JIL Itl JIL. JIL 11L JIL 11L JIL JIL JIL J1L JIL -1J1 SIL JIL 11L JIL 11L JV.. x!11 1IL JIL �i11U Al1JE- 4�L/- 3L1z- �—Wk- i 1E- 3L/ - -&=- - -_W.(4 411W� ilu�/ 3Lu�/ 4- .i -LiUL- ..: �'_ 3 t - 114 _W_ _W_ _W_ _W_ _W_ _N_ aV_ _W_ ( _W_ _N_ _W_ JP_ _W_ _W_ �_ JL_ J4_ _W_ _N_ _N_ _N_ 14_ _W_ _W_ _W_ _JL .W_ _IV N_ _W_ J1 _W_ J4_ _W �Y_ _9I_ .11 JJL ^I 11L ',�: JIL JLL .1IL JIL SIL JIL J1L J1L JIL JIL III JL JIL JIL JIL JIL SIL JIL JIL .11L J1L SIL JIL JIL JIL JIL JIL JIL -AIL JIL JIL JIL SIL III SIL JV.. (� .« �111� -11u�4 � -W�. �W� .�11!/�. .�I116 - -�Ll� 3111z- -1111/4 -Ll i 4P-L' WL- x11114 a1M(4 X111- 3111 �W� �111� .#.i�� 3_ -�511� .11114 .11j1lc. W_ _W_ _L _W_ JII_ _W_ _W_ _W_ aY_ _W_ _W_ _W_ _W_ a0_ _W_ _W_ _N. _ W_ _W_ -W_ J4_ _W_ .ah_ _ JIL JIL JIL JIL 11L 11L JIL JIL JIL JIL JIL JIL -LLL JIL JIL JIL JIL SIL JIL JIL JIL JIL JIL JIL JIL SIL -11L.-11L.aV_ JIL JIL JIL 11L 111 11L JIL -LLL .Ir 11r JIL J1L JIL JIL REAR ELEVAT] SCALE 1/411=170" 1-L 2 3 4 a �4 16V FELT ARCH/TECTURAL DIMENSION SHINGLE AS SPECIFIED IILTAII 'A' 1'-0• DETAIL GRADE NE HIL.10P NEW ENGLAND HOME DESIGNS CUSTOM HOME DESIGNERS AND PLANNERS RESIDENTIAL AND COMMERCIAL CONSULTANTS (413)283-4860 184 HOVEY ROAD MONSON, MA. DESIGNING HONES OF DIS97WC2703V SINCE 1985 r� Sheet Description: REAR ELEVATION Issue Dates: SEPTEMBER 12, 2016 [Scale:1/4'11'01' roject #: Drawn By: 16-1045 DWS Sheet #: PST FLOOR PLAN FTL 2F31 4 SCALE: 1/4" =1'0" 5/ GRi SECTION "D" SCALE: 1/4"=1 3 EI 2 T DIMENSION 9'O"X/010" 15/32" THICK PLYWOOD SHEATHING. NO HORIZONTAL SPLICES CUT TO HEIGHT 0.077' TO 0.0"" DIAMETER X f 5/8" LONG AIR DRIVEN NAILS AT 3' O.C. AT ALL STUDS ONE STORY COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS., AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR STATUTORY DAMAGES BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND FORBIDDEN. NEW ENGLAND HOME DESIGNS LIABILITY IS LIMITED TO THE COST OF THESE PLANS. ACCEPTANCE AND FINAL PAYMENT BY THE OWNER INDICATES THEIR ACCEPTANCE OF THIS PROVISION. 15/32' THICK. PL YDOOD SHEATHING 0.047" TO 0.099" DIAMETER X 1 5/8' LONG AIR DRIVEN NAILS AT 3' O.C. AT ALL STUDS FULL 1'O'X/0'0X 15/32 THICK PLYWOOD SHEATHING. TO BE NAILED AT SECOND FLOOR RIM JOIST USING 0.047' TO 0.049" DIAMETER X 1 5/8" LONG AIR DRIVEN NAILS AT 3' ON CENTER. 0.097" TO 0.099' DIAMETER X 15/8' LONG AIR DRIVEN NAILS AT 3" O.C. AT ALL _ S TUDS 15/32' THfCK PLYWOOD SHEATHING 48" WIDE WALL BRACING PANEL 3 I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I II II I I� II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I i II II 1 I II II I r—► II II I I II II I I II II I I II II I I II II I I II II I I II II 1 I II II I ------------ I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I t� II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I I II II I f� II II I I II II I I II II I I II II I I II II I I 11 II I I it II I I II II I I II II I I II II I I II II I L _1L J1 _J �I� TWO STORY 3 NE NEW ENGLAND HOME DESIGNS CUSTOM HOME DESIGNERS AND PLANNERS RESIDENTIAL AND COMMERCIAL CONSULTANTS (413)283-4860 184 HOVEY ROAD: MONSON, MA. DESIGNING 9- OWES OF DIS2INC970NS1XCE 1985 ° Q v ozoo 3 Sheet Description: PST FLOOR PLAN Issue Dates: SEPTEMBER 12, 2016 Scale: 1/4t1=11011 Project #: Drawn By: 16-1045 DWS Sheet #: A3 2'ND FLOOR PLAN SCALE: 1/4"=19" Contractors Genera/Notes General Contractor is to check and verify these plans before starting construction. No Changes are to be made without first contacting N.E. Home Designs All materials used in the construction of this home are to be installed as per manufacturers' specifications. While every attempt has been made in the preparations of these plans to avoid mistakes the designer cannot guarantee against human error. If any questions arise during construction, contact the design office before proceeding further (DO NOT SECOND GUESS THE PLANS).NEW ENGLAND HOME DESIGNS and employees are not responsible for any Framing errors and or omissions found after any construction begins. Layout and Grades: The contractor shall maintain and or reestablish benchmark and survey monuments shown on the Site Engineers Drawings or found to exist on site to provide a base reference for the construction. The Contractor shall employ and pay all costs for a registered Civil Engineer or Surveucr who is licensed within the jurisdiction of the project site to fay out all lines and grades in accordance with the drawings and Specifications. Excavation Strip all existing topsoil, subsoil and surface treatments covering the site. Salvage all useable topsoil and fill material. All foundations shall bear directly upon natural undisturbed granular soil underlying the project site or on compacted structural fill. All bearing surfaces to be hand cleaned and free of all loose soil. Final excavation of all bearing surfaces shall be performed by a backhoe or excavator having a smooth, toothless bucket to prevent disturbances of the bearing surface. Excavation and dewatering shall be accomplished by methods which preserve the undisturbed state of subgrade sods. Subgrade sods which become soft, loose or otherwise unsatisfactory for support of structures as a result of inadequate or improper excavation, dewatering or other construction methods, shall be removed and replaced with structural fill or crushed stone as required by the designer at the Contractors expense. Before filling against walls, the permanent structures must be completely and sufficiently aced to attain strength to resist fill pressures without damage. Place no stones over 4 inches in d!a-eter closer than IS inches to wall surfaces. All fill within the area of the proposed structure shall be placed and compacted under cc -..Ur-( -:s monitoring by the Soil Engineer. Place crushed stone in uniform lifts not exceeding 6 inches (compacted thickness) and compact with minimum of 4 passes of a vibratory plate Lupe cc-pactc-. Place gravel fill In uniform lifts not exceeding 6 inches (compacted thicknes) and cc -pact to 'b percent of maximum dry Proctor density. Place ordinary Fill In uniform lifts not exceeding 6 inches (compacted thickness) and cc -pact to 92 percent of its maximum dry Proctor density. Footings: All Footings have been calculated for ideal sod conditions. If any adverse conditions are ford the footings are to be increased and or reinforced. f'c = 14,000 psi, Air content = 4% 6% max . Max slump=6", W/C = .45 Anchor bolts: 1/2" Dia.x 12"a.b. CO" o.c. Sills: 2x6 P.T. With "Mudsdl" protection Column Footings: 2'6"x2'6"x16" Minimum. Columns: 3 1/2" dia. Lally Columns. Masonry: Mason must review these plans before starting construction. He is to deter—Ine final chimney height, flue size and damper size. He is also responsible for figuring of steel beams and any lintel sizes. Floors: Cellar Floor= 4"concrete Floor over 12" min. gravel base with poly vapor barrier IF contractor sees Fit. Garage= 4" concrete with 6xL 1:10/10 w.w.m. Vc = 4,000 psi, Air content = 4% Max slump=3;' W/C = AS 335 SQ.FT. BONUS ----------------- ----------------- Insulation: Exteriorwalls of basement to becoated with Asphalt coating to grade Exterior walls -to be R 19 insulation minimum Ceilings IR38 blown in insulation with proper vent installed. Bridging: To be all solid "X" Bridging Roofing: Kiln dried Western Hem Fir 2x12 or as specified on the cross sections. " CDX Fir plywood. 154 Felt with Ice/Water barrier. Joists: Under Kitchen, bathrooms, and all parallel partitions to be doubled every second ,foist. Electrical: —200 amp service is recommended. Layout as shown. lis expected that the owner visit the site with the electrical contractor and agree upon the actual layout. All electrical boxes to have foam gaskets. Wiring for lamppost near driveway is required. Cabinets to have low voltage lighting installed. All required studs to have Nail Stopper installed. Interior Walls:and Ceilings to have 1/2" GWB, taped, compounded and sanded with a spray, skip trowel, or swirl ceiling Finish. Walls surrounding Lays. Laundry, and Master Suite to be insulated for sound control.—Dens Shield waterproof sheetrock used at all wet locations. Painting: and staining of exterior wood surfaces to have 2 coats stain or paint. With water repellant preservatives. Interior walls to have I coat primer, and 1 finish coat. (Latex). Trim is recommended to be oil based. Pre Wire: The entire house for cable T.V. and telephone ,lacks. Owners should consider the Following. Central sound. Central Vac, Security and fire detection, Surveillance. Interior surveillance, and intelligent lighting, and Cath data wiring for computers. Shrubbery: Shown on the plan does not mean to imply type or number, rather is shown for artistic purposes only. Exterior Decks: All Framing to be pressure treated. Decking is owner's choice. All screws to be galvanized. Steel:4/ steel used in the construction of this home is to be resized and recalculated by the supplier. Calculations must be submitted to the building department prior to installation for approval Engineered Lumber: The supplier must resize and recalculate any engineered lumber. Calculations must be submitted to the budding department prior to installation. Lawn Faucets: Specified on the floor plans are to be freeze proof and have shutoffs in the basement. Windows: SPECIFIED ON THE PLANS ARE ANDERSEN LOW "E" WITH SCREENS AND GRILLS Stairs: To be refigured on site be the framer and G.C. Type and style of Rail, Baluster, and Newel Post by owners. Siding: As Specified by Builder/Owner Retaining walls: If found necessary are the responsibility of contractor and or owners. Whirlpool: To have all required electrical and plumbing connections, electrician to ground connections. Also to have access panel for Future service. HVAC: It will be the responsibility of the G.C. and framer to locate all chase walls before starting constructionsThe Design office recommends a professional MEP designer be retained by the owner to design and specify the heating and cooling portion of this home. NO CHANGES ARE TO BE MADE to this plan unless otherwise requested by the budding department. IF any questions arise during construction, contact the design office before proceeding further. FRAMING 4200 LB. TIE DOWN DEVICE: STADI4-(38) I6d SINKER OR NPAHD22-(23) 16d SINKER 1000 LB. TIE DOWN DEVICE: LSTAD8424) I6d SINKER STADI0428) I6d SINKER 1000 LB. STRAP OPTIONS: R5150- (18) 10d NAILS L5TA18- (14) IOd NAILS L5TA21- 80 10d NAILS ST8- (14) IM NAILS R5100- (14) IOd NAILS PLATE WASHER 14BP558, SP583 RECUIRED IN SEISMIC DESI( CATEGORIES (SDC) DO, DI, AND TOWNHOUSES IN SDC C COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS., AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR STATUTORY DAMAGES BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND FORBIDDEN. NEW ENGLAND HOME DESIGNS LIABILITY IS LIMITED TO THE COST OF THESE PLANS. ACCEPTANCE AND FINAL PAYMENT BY THE OWNER INDICATES THEIR ACCEPTANCE OF THIS PROVISION. PORTAL FRAME WITH EMBEDDED STRAP HOLD-DOWNS FASTEN SHEATHING TO HEADER WITH 8d COMMON OR GALVANIZED BOX NAILS IN 30 GRID PATTERN AS SHOWN VERTICAL SEGMENT ON THE PORTAL FRAME (2X) 2 X 4 STUDS OR 4X POSTS (SHEA FRON7 DETAIL. A OUTSIDE DETAIL 8 INSIDE W $MP (2X1 OR OPTIONAL LOCATION FOR STRAP HOLD DOWN REQUIREMENT 5 I 518'X 12" STANDARD ANCHOR BOLT AND PLATE WASHER (SEE NOTE UNDER HARDWARE) / 'SINGLE TREATED SILL PLATE DETAIL C OUTSIDE (BOTTOM) NEW ENGLAND HOME DESIGN CUSTOM HOME DESIGNERS AND PLANNERS RESIDENTIAL AND COMMERCIAL CONSULTANTS (413) 283-4860 184 HOVEY ROAD MONSON, MA. DESIG.T(ING HOMES OF DISTf3VCT7ONSINCE 1985 Sheet Description: 2'ND FLOOR PLAN Issue Dates: SEPTEMBER 12, 2016 Scale: 1/411=11011 Project #: Drawn By: 16-1045 DWS mw* 1/2" SHEETING IS u FEL T ICE/(DATER BARRIER 3'0" TYPICAL 340tt ASPHALT DIMENSION SHINGLE ZXb-16" O.C. DIAGONAL ALUMINUM DRIP EDGE, GUTTERS AND STRUT DOWNSPOUTS 1' 2" CONTINUOUS SOFFET VENTING BY BUILDER OVERHANG SIZE. SPECIFIED ON ELEVATIONS DETAIL "A" SCALE: 1/211=11011 FOUNDATION PLAN SCALE: 1/4"=1'0" 1/2 "S 11EE TING TYVEK OR EQUAL 1-IOU5EWRAP SIDING AS BUILDER OR OWNER SPECIFIES DETAIL "B" �3) SCALE: 1/2"=1'0" J M's FINISH FLOOR AND OR UNDEPLAYMENT 3/4" TtG FLYIDOOD — I SEE FOUNDATION FOR J015 Xb FT SILL, SEALER AND NS UL A TION 1/2" DIA. X 12" A.B. / 4'0" O.C. P AIRSPACE — 2X4–I4" O.C. R-13 INSULA. — FOL YE Tl / YL ENE 2X4 PT/ 4" CONCRETE FLOOR DETAIL "C" SCALE: 1/2"=1 GRADE ASPHALT GRADE 2X10-16" 0. COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS., AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR STATUTORY DAMAGES BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND FORBIDDEN. NEW ENGLAND HOME DESIGNS LIABILITY IS LIMITED TO THE COST OF THESE PLANS. ACCEPTANCE AND FINAL PAYMENT BY THE OWNER INDICATES THEIR ACCEPTANCE OF THIS PROVISION. DETAIL "D" SCALE: 1/4"=1'0" 1 L2J 31 4 8 IALT SHINGLES NE NEW ENGLAND HOME DESIGNS CUSTOM HOME DESIGNERS AND PLANNERS RESIDENTIAL AND COMMERCIAL CONSULTANTS (413)283-4860 184 HOVEY ROAD MONSON, MA. DESIGNING HOJUES OF DISTrNCTrON SINCE 1985 QA Sheet Description: FOUNDATION PLAN Issue Dates: SEPTEMBER 12, 2016 Scale: 1/411=11011 Project #: Drawn By: 16-1045 DWS Sheet #: TOP OF FOUNDATION 20 FT. MIN'MUM FROM CELLAR OR CRAWL SPACE SOIL TES f ELEV.28.30 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB DATE OF SOIL TEST OCTOBER 2e• 201d ' " ----- CLEAN SAND SOIL TEST DONE BY DANIEL GONSALV_S_ CONCRETE INSPECTION PORT WTNESSED BY A_VQN H�NE� - COVERS {- 4' SCHEDULE 40 PVC PIPE LCAE MIN. PITCH PER F2" LAYER Or - 03SERV/1,110N HOLE 1 ELEV.= 23.5 TO 1/2. PERCOLATION RATE < 2MIN./INCH AT 50 - INCHES MASHED STONE -- -- - 4" CAST IRON PIPE qA MA 25.2 AMAX. OR FILTER FABRIC VENT 5.00 (OR EQUAL) MINIMUM fd 22.95 M44. NOT REQUIRED f PITCH 1/4 PER FT. TEE LEVELERS, FLOW LINE DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-6" A LOAMY SAND 10YR4/3 NO 1DYR4/3 6-20" B LOAMY SAND 10YR5/6 B ELEV. p _11ZQ- BOX 20-150" C MED./COAR. SAND 2.5Y714 27-90" C1 23.0 21.83 22-2 m 11.0 ELEV. s 23.30 10"T NO WATER ENCOUNTERED AT 150" ELEV _ _11�0- IN. _ ELEV. _22 25 2.0. 0 0 E r� LEVEL c a10'' ELEV = 21.87 OSSERVAMN iiGL[. 2 ELEV.=-23.8 . ELEV. _ _22450_ - GAS ELEV..= - - BAFFLE - - _21_•87_ 6 SUMP ELEV. _ -21770 C1•t� [� 1T;t� DIS 1RIBU 1RM-11 MOTT. OTHER 0-8"- --- LOAMY SAND 1DYR4/3 NO LIQUID OUTLET B ELEV. p _11ZQ- BOX 6 HIGH CAPACITY INFILTRATORS WITH , STONE k scALE 1 > = 20> 27-90" C1 MED./COAR. SAND DFPTH 7F (TO BE PLACED ON FIRM BASE B LA ) 90-96" IN AN a 3 o � LOCATION MAP � 4 FEET 5 FEET 14 INCHES 19 INCHES GALLON TO BE WATER TESTED IF MORE, THAN ONE OUTLET 11 X 48 X 10 TRENCH FORMATION .114-156".C4 1.07- 5.57 �•� - f FEET I Ja! Z WELL NLA Ott - 7 FEET 29 INCHES n ,� SEP nC TANI', (TO BE PLACED ON FIRM BASE) "OIL ADSQRPTID�`I _ � � ZONE 8 FEET 34 INCHES 3/4" TO ,1 1/2' CLEAN DOUBLE WASHrD STN ' �+ SYSTEM (SAS) LO '-t INDEX ADJUST DEPTH HORIZ TEXTURE COLOR ' MOTT. OTHER 0-8"- A LOAMY SAND 1DYR4/3 NO 8-27" B LOAMY SAND 10YR5/6 DATE AUG. 17, 2016 scALE 1 > = 20> 27-90" C1 MED./COAR. SAND 2.5Y7/4 J09 N0. 7720-0-I REV. 90-96" C2 SILT LOAM 23.5Y5/2 LOCATION MAP 95-114" C3 MED./COAR, SAND 2.5Y7/4 •.•1 .114-156".C4 SILT LOAM 23.5Y5/2 23.13 21.55 16.3 15.8 14.3 10.8 0 E FREE OF FINES do SILTNO WATER ENCOUNTERED AT _156_ ELEV.UNSUIT MATERIAL ELEV. BLE Sr1','AGE DISPOSAL SYSTEM EM PROFILE USGS PROBABL EA WATER ABLE ELEV. _ =16.3 _ DESIGN CiALCUt.Ai ONS NOT TO SCALE OBSERVED WATER TABLE ( / / ) ELEV. = NUMBER OF BEDROOMS 4 BOTTOM OF TEST HOLE ELEV. _ _14B_ GARBAGE DISPOSAL UNIT TOTAL ESTIMATED FLOW - ( 110 GAL./BR./DAY X 4 BR.) --440- GAL/DAY _ 19.3 .. - - REQUIRED SEPTIC TANK CAPACITY _f'AQ_ GAL. - ACTUAL SIZE OF SEPTIC TANK 1500 GAL, / SOIL CLASSIFICATION f DESIGN PERCOLATION RATEMIN < / /. EFFLUENT LOADING RATE -,`-- . {N. .0,73-GAL./DAY/S.F. LEACHING AREA 623.33 SQ. FT. (11x48)+(59X2X10/12) / �/ _ - - .LEACHING CAPACITY (AREA X RATE) X1141 GAL./DAY - / rh ' / 626.33 X 0.74 - - - RESERVE LEACHINGCAPACITY GAL./DAY B : L 0T 5h2,.�/ / = MOTES: `20 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. t+A� �11 � TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FCR / / 7 ((}}` THE SUBSURFACE DISPOSAL OF SEWAGE. T<,/ 2. ALL COVERS TO SANITARY UNITS SHALL BE BRCUGu' TO 22.7 WITHIN 6" OF FINISHED GRADE. /_. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF .. _ i WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WTHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WTHIN 10 FT. OF DRIVES OR PARKING A.PEAS. 0 ; .' i� / " 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL ORTAR .. 5 NO ED IN PLACE. . f it _TERM NATION HAS BEEN MADE AS TO COMPLIANCE W"T- 4` ED OR ZONING REGULATIONS. ONRNER /APPLICANT IS TOO 22.6 O OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHOR TY. �V/ \`/ `, ,,lJ 6, UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR =' y� ` SOIL/ \ \ J IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS TEST 1 PRIOR TO COMMENCING WORK ON SITE. 00 GALLON 7. CONTACTOR IS TO VERIFY GRADES AND ELEVATIONS AS W LL AS SEPTIC TANK-/, ti ;„� J }r / r T CONDITIONS N NSP R T C06??.dENCiNG WORK ON STE, ANY VARIATION ' 25.5 5 TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER / rF % r. C ��OX / 8. rPARCCELTISYIN FLOOD ZONE ' X_ 19.6 �21i. c, r \� ?e` r' rj 11 x 9. LOT IS SHOWN ON ASSESSORS MAP �l�l- AS PARCEL 3' 47 * A� 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND f, ;'' / •.�--/ / - % t `'r�,13i �`�' �P' - FOR A MINIMUM OF 5 AROUND SOIL ABSORPTION SYSTEM AND BE i / f SOIL /Q 00 / )EC..A REPLACED W1TH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). TEST/2 `4 T_is'.' r Yarmouth Health Department r A P � VE�i 9 /6 APPROVED: �CJ�^zM OF HEALTH `{/ \Name Date riz 22.4 j LIMIT OF 5\ 25,2i_ f OVERDIG DATE AGENT r •:•25.5 � � 0 • 25.47 6p5�� % f`Z�) 15.4 V-YA -x47 `Soo, / • .25.5 - � / / LEGEND: EXISTING SPOT ELEVATION 00,0' EXISTING CONTOUR ----00---- / FINAL SPOT ELEVATION 00. / y FINAL CONTOUR GO SOIL TEST LOCATION ® / f UTILITY POLEi TOWN WATER -WSW CATCH BASIN GAS LINE 1, /263 CLEAN OUT C CESSPOOL C.P. 0 C. S8 PRD✓ 7720-00 dw 7720-SASDW(,' 0 2016 S'WEETSER ENGINEER NG I 1 YARMOUTH, 1.1 -'ASS. x 1400 of����i� o LAR; 0 Uj "a PROPOSED SEP TIC D S I.7 FOR . dL LOC. 9 (yED�ppa.S�-A��[[�i.�'.'AOOF°E, -TLY 13, N . r ,M+d.,-) Z }yYhai..9 b h.: � i ti,eM3d b`i I.. T.. N_ . �• - 203 SETUCKET ROAD 508- P. O. BOX 713 385-6900 SOUTH DENNIS, MASS, 02660 DATE AUG. 17, 2016 scALE 1 > = 20> J09 N0. 7720-0-I REV. LOCATION MAP REv. - SHEET OF I •.•1 C. S8 PRD✓ 7720-00 dw 7720-SASDW(,' 0 2016 S'WEETSER ENGINEER NG I 1 I TOP OF FOUNDATION ELEV. (5.00 i 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACESOIL TEta - DATE OF SOIL TEST OCTOB_R 292014 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB SOIL TEST DONE BY DAN!I_L GONSAWES_ CLEAN SAND WITNESSED BYH4NE�!- CONCRETE INSPECTION PORT COVERS 4" SCHEDULE 40 PVC PIPE LOAM AND SEED �Ca• SERRVAT!Ok' iQ`� ELEV.. 23.5 1 MIN. PITCH 1/8 PER FT. �C 1/8LAYER 1/2'^^� PERCOLATION RATE <2__ MIN./INCH AT _50 INCHES 4" CAST IRON PIPE 1A " AX AX YVHJr CU JIVrvL 25.2 MAX OR FILTER FABRIC 22.95 M?N. V - VENT I�'r NOT REQUIRED a DEPTH 0-fi" HORIZ A TEXTURE LOAMY SAND COLOR 10YR4 3 / MOTT. NO OTHER 23.0 (OR EQUAL) MINIMUMT PITCH 1/4" PER FT. B Z AL 6-20" B LOAh1Y SAND 10YR5/6 Y_I 2.5Y7/4 4 ELEV. _ Box _ZLZQ_ FLOW TEE LEVELERS � +Zj 20-150" C MED./COAR. SAND 2.5Y7/4 . TO BE WATER TESTED STONE IN AN 21.83 114-156" C4 ISILT LOAM �Y 1500 GALLOi t IF MORE THAN ONE OUTLET 11 X 4E X 10 TRENCH FORMATION z 1.072 5.57 WELL N/A lin SEPTIC Tri�:Ii �- ELEV. 23.30 {I) ELEV. FLOW LINE 222 rn NO WATER ENCOUNTERED AT 150" ELEV. _ 11.0 -- LEV. a _2225 IEVOEL ° °10' ° 21 87 OBSERVATION HOLE 2 ELEV.=--23.8 DEPTH HORIZ ELEV. = 21_87_ 6" SUMP ELEV. _ _21.70 MOTT. OTHER ° ELEV. _ LOAMY SAND.. +q Er NO BAFFLE B DISTRIaUTIU? 10YR5/6 DESIGN CALGULA ONS 27-90" Cl Y_I 2.5Y7/4 4 ELEV. _ Box _ZLZQ_ 6 HIGH CAPACITY INFILTRATORS WITH � � 0 ' R (TO BE PLACED ON FIRM BASE) . TO BE WATER TESTED STONE IN AN c 3 114-156" C4 ISILT LOAM �Y 1500 GALLOi t IF MORE THAN ONE OUTLET 11 X 4E X 10 TRENCH FORMATION z 1.072 5.57 WELL N/A ACTUAL SIZE OF SEPTIC 'TANK SEPTIC Tri�:Ii (TO BE PLACED ON FIRM BASE) S 0 1 ABS0R,PTI 0IN' � � ZONE N 3/4" TO 1 1/2' CLEAN SYSTG&A (SAS) - '0 a INDEX DEPTH HORIZ TEXTURE COLOR MOTT. OTHER PIROPOSED SEPTIC DESI�I,t FOR TFtOlf-t- AD YL YK A LOAMY SAND.. 10YR4/3 NO 8-27" B LOAMY SAND 10YR5/6 DESIGN CALGULA ONS 27-90" Cl MED./COAR. SAND 2.5Y7/4 4 90-96" C2 SILT LOAM 23.5Y5/2 96-114' C3 MED./COAR. SAND 2.5Y7/4 114-156" C4 ISILT LOAM 23.5Y5/2 REQUIRED SEPTIC TANK CAPACITY 23.13 21.55 16.3 15.8 14.3 108 DOUBLE WASHED STONE ADJUST NO WATER ENCOUNTERED AT _156-n ELEV =n 10.8 PIROPOSED SEPTIC DESI�I,t FOR TFtOlf-t- AD YL YK FREE OF FINES & SILT q p t /� q� LOC. 9 Dia �g5�1j, O';i.,� 4 V,7t�1C.. . CJ i, 3: List. SEWAGE r I p SE AGE" DIS. OSAL SYSTEM PROFILE UNSUITABLE MATERIAL ELEV. -_16- DESIGN CALGULA ONS - IS== a.Ii a.- }sem.. .'.ca'.( . 7 203 SETUCKET ROAD 508- P. 0. BOX 713 385-6900 SOUTH . DENNIS, MASS. 02660 USGS PROBABLE WATER TABLE ELEV. NUMBER OF BEDROOMS 4 NOT TO SCALE OBSERVED WATER TABLE ( / / ) ELEV. _ _ GARBAGE DISPOSAL UNIT+� BOTTOM OF TEST HOLE ELEV. _ _149- TOTAL ESTIMATED FLOW REV. ( 110 GAL./BR./DAY X 4 BR.) _J3'0_ GAL./DAY REQUIRED SEPTIC TANK CAPACITY _E50_ GAL. SHEET 1 2Ll_] ACTUAL SIZE OF SEPTIC 'TANK 1500 GAL 19.3 � --- SOIL CLASSIFICATION DESIGN PERCOLATION RATE <¢-- MIN./AN, 1/ EFFLUENT LOADING RATE Z4_ CAL./DAY/S.F. LEACHING AREA 6LS_33 SQ. FT. ,1 (11 X46)+(59X2X70/12) I LEACHING CAPACITY (AREA X RATE) 133kl GAL./DAY 626.33 X 0.74 RESERVE LEACHING CAPACITY RIAD GAL./DAY .8 LOT s� 21.8/ / P a NO ts: n, F r ' rE Yt 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 20, 000. o% S, F. ` L NA N , TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR -� THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6' OF FINISHED GRADE. 22.7/ A ,.;,z �a 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL' BE CAPABLE OF WITHSTANDING H-10 LOADING / UNLESS HI -2C20 HEY RE UNDER SOALL18E'N _ 10 FT. Or DRIVES OR PARKING AREAS. USED UNDER OR WTHIN 10 FT. OF DRIVES OR PARKING A°EAS. -_ 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL o' ` BE MORTARED IN PLACE. / w S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO r k OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 22.6 0 ( 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL 'DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS OIL \ }%J:�mit .( PRIOR TO COMMENCING WORK ON SITE. I`vpl= 1500 GA-LON TEST 1 tl4 A y" ^+ 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS /. / `� v SEPTIC TANK ) .? ,d x SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION �p C / IS TO BE BROUGHT TO THE ATTENPON OF THE DESIGN ENGINEER / f / r. / O• / / a' t VAnt I� �1. p IMMEDIATELY. a / J 25.5 / l <. �/ o• i B. PARCEL IS IN FLOOD ZONE X .j >: O, ',.'' /� .` 1. ' ..� o- 10. ALL IS SHO OX 9. LOT 1S SHOWN ON ASSESSORS MAP 141_ AS PARCEL 35 , 19.6 a C' >� 2 c:.:. /� ,•" / p. k r BLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED PATH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). SOIL / p0 // s• ..tic. t� l TEST/2 k0'/. Fw'ippo\0�- E� SEP262016 2 7 2016 APPROVED: BOARD OF HEALTH 4.4 YARMOUTH 22.a ;' j f ` / � j \ 25,,X / TOIAIN!CLERK 4LQKMK;SHIGHWAY LIMIT OF 5' _ ITH YARMOUTH ovERDiG DATE AGENT V720 6 25.47 %���\ 2 5. 5 P� /25.4 ELVAI)W- 1547 soo ! 25.5 EXISTING SPOT ELEVATION 00„0 EXISTING CONTOUR - 00---- FINAL SPOT ELEVATION 00.0 - FINAL CONTOUR SOIL TEST LOCATION / V UTILITY POLE -0 ale TOWN WATER =W W_ - CATCH BASIN (Ej 1 i GAS LINE - CLEAN OUT C�. r 26.3 - CESSPOOL C.P. Q A © 2016 SWEETSER ENGINEERING I YAJJII:!`OU H, lf.L.S.S. v O} sn � ID I � i > O \\ O Uf �OYk%LJ Q 0 �® Z? Li 3 2 20 O ls ;Sour �HWq y PIROPOSED SEPTIC DESI�I,t FOR TFtOlf-t- AD YL YK q p t /� q� LOC. 9 Dia �g5�1j, O';i.,� 4 V,7t�1C.. . CJ i, 3: List. - IS== a.Ii a.- }sem.. .'.ca'.( . 7 203 SETUCKET ROAD 508- P. 0. BOX 713 385-6900 SOUTH . DENNIS, MASS. 02660 DATE AUG. %, 20176 SCALE 1 „ ._ 207 J08 N0. 7720-00 REV. LOCATION MAP REV. SHEET 1 2Ll_] © 2016 SWEETSER ENGINEERING I SEP 2) 201 TOWN CLERK H YARVotjTl-, ! U .+ 4 f 6 1 r \/\/A Y _- r" s� LE fl =