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Home My WebLink About2016 Sep 16 - Sign Off Transmittal, Floor Plans - New 3 Bedroom HomeCOPYRIGHT 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 HD ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND NEW ENGLAND HOME DESIGNS 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. DESIGNING HOMES OF D1S97NC270N SINCE 1985 II II ' II II CONTINUOUS RIDGE VENTING PST FLOOR PLAN r 1 2 3 4 8 2X/2 RIDGE 0.097" TO 0.099 DIAMETER X I I I I I I "_ t " 1,502 SQ.FT. LIVING 1 SNAIL SAT 3" O.C. AT ALL LIQ SCALE: 1/4 —1 O I �/a" LONG AIR DRIVEN II II II II II II 2XIO-16" O.C. I I I I I I I II II II II I FULL 4'0'XIO'O"X 15/32 THICK PLYWOOD I II II I DETAIL "D" 1/2" PLYS SHEATH/MG. TO BE NAILED AT SECOND L _ _ _ _ _ _ _ice _ _ _ Sheet Description: FL OR RI X ! 5T SING 0.0AIR DTO E 099"--------------- NAILS AT 3" ON CENTER. R-38 J5 it FELT INSULATION I/2------------------------------ r----1T----T1----t r---- PS — --- —it— ---i 12 ICE/WATER BARRIER I I Oi � I II II 1 I 1I II I , I I I I I I I 1ST FLOOR PLAN y 3400 ASPHALT DIMENSION I I I I I I I I I i SHINGLE 410'XIO10" I I I I I I 1 I I I I I Ys +�JEthHc ; � 16/32" THICK PLYWOOD I I 0.097" TO 0.099" DIAMETER X I I I I I I �� "g SHEATHING. NO HORIZONTAL SPLICES I I I I / 5/8" LONG AIR DRIVEN �rf ROVED DETAIL 'A" DETAIL 'A" CUT' TO HEIGHT I 1 NAILS AT 3" O.C. AT. ALL I I I I I I .OV D j I I I I I I S TUDs 11 I4 .1 Jl SER/ES 60 (I114) AT /G" O.C. I I I I I I I I I. I I I Twur:u� Dztc II I) I I II II I i R-30 � i II II INSULATION F/8" F/RECODE SHEETROCK /'-0" I I I I I I I I Issue Dates: ON ALL WALLS . AND CEILINGS I( I I I I 1 DETAIL 's" I I I I I I I I I I I I o SEPTEMBER 12, 2016 i 5/8" F.C. SHEETROC DETAIL „B 5/8" F.C. 0.097" TO 0.099" DIAMETER X I 16/32" THICK PLYWOOD I I I I I SHEETROCK 16/8" LONG AIR DRIVEN SHEATHING { NAILS AT 3" O.C. AT ALL S TUDS I I I II II I I II II I i I II II I I II II I I II II I i 4" CONCRETE FLOOR 1 / _o„ I I I I I I I I I I I I Scale: I GRADE I 1 I II II I 1/4 "— t" I ---------------------------------------------------------------------------------------- Project #: iinlintlnn inliinlini n a. :,. a...+, ,.,•'s ::,m..... '.�:.< ;:>,;;,.;,a+• .v a• ro1 Drawn By: :,. r i C. ? - drT •.•.•r'•Y:`. - n r.4 ^: •, S• :n•.•wdi t•L .. r +-; �, P4;i• rb .1 ' � � . x. ')iY'-- S,efiw'+ r� t' : .1A.. �.x'r.'�+;;?;•„ ' :t:'':'• ".:,: L91t � . .:�' :'+'L'x:iq•y`d.Y+d., .b?:•+ .fr. c.Ai'•Y: 2:;. PT'��. `�.`�." -, �� •T �,� '%v .. r.�,=.wS .;i!;+:x j•,�i..?, r:. :.n. ti• �r Y•ij.,h: a :'x'K +..?.+ ��.x.�.+.M !„ ti..:., _.. ,�,,��l:s h 'e ..�i+4,..; �' '•{'•'r„sy. .y � �t .'.t:.4.'w. ?x+.-w*T^.:'�e:aa`.,9;:h:•: ; �L :•:. Ai •}{e: 5',�^4 ••:\..,r.�: i4 � n{ 4 •a•,••t kM.;ly.�.,`> �a `x�. f •t 5..�r:•. •+•tw .t �,x f•. . —IIII 1. •! 7 ` " e �r ., . 4i . • i.> 7 c-7 _ .: .i •,. v C f .c:R P t 1,.. Sw• ::•. c .i.. p,. R a d v .L• ` ti .:.L°td .7 at•rt rr� y: III 1= — — — — — — — — — — — — — — — — — — — — — — — — — — — _ __ __--___ 161045 DWS i0111" sheetI8,.:,�...:`.;----------------------------------------------------------------------------------- `,.: 1111 i ONE STORY TWO STORY SECTION "D11 2 F3 4 8 I SCALE: 1/4"=1'0" 2 48" WIDE WALL BRACING PANEL 1 2 3 4 a SCALE= 1/2"=.1'0" 3 i i 24'-0" I 24'-0" 01 $ -o„ 2'-0" T-o" ITD 3 456 — — ITDH3 56-2W ITDH 456-2U1 r1 —III --------- ====_-- -,�/ ,— --I --IIII IIII ---1I11 —1I1—r1 —nI I --I -------�I --f ------- ------1 'L—_------„`�—� ----- --r3 3 I —\ I I\--I—III IIII 11 II" h .. —JI I I I�_1— 1 II 1 II II 1 I Il'—l0" I i i 1 ��'-'- i ii i ii IAr-- i i i i� •\` i� i �'_�\ i i i i i P li ' \`\ ii i ii \/ ii i� I I I \ j I I I I I I I 11 .-' I I I 1 I ��' I � ; —• I / I II I II W II W I / I I L rtJ � 1---_ I I I I \ / I I r-- --- r_ ,L ----_ I I BEDROOM _ O BEDROOM ---------------�------- J, O 02 03 IIII IIII �_� 1III \\ �II dII IIIII 1IIII 1IIII IIIIIIIIII IIIIIIIIII II1II 1 `♦ 11 I I \`�. I I I I I II II � II I I J L-- ----�0 Jr- 9— J L__lt_-__1 / r--------- 4----------- I------- '—�----ieY —9'-- ----- — — / O I i i i ---- N 2/2'O" BOOR i1 2/2'O" DO s I -------—.----- - - Q BONUS Of�' OM o 2, , 2,8„ N I I 1 � _ i 1 O '-----------7------------- nl LINEN 00 I 1 l 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 HD ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND NEW ENGLAND HOME DESIGNS 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 I (413) 283-4860. 184 HOVEY ROAD MONSON, MA. DESIGNING Ham Es of j D1S97NC9I0N SINCE 1985 j 1 p`.` .��\ `\ /2'-2". I I 1 I �I ~ 1 I 11` \ _ r--J l I D I B ° - - LOFT � � Q ' I' i DOUJN I ITD 456 I I I II II r Imo' S n i 7'-0" T-0" 5'-0" 5'-0" I i �- I 11 L_L ____________ _________________t_____T_==—--_�'___.�----_— 1 .I�--ll------- 1L--1�._T_______�_______�__J I I I I I28'-0" 01 2'ND FLOOR PLAN l 2 3 4 a F------ '_ A 2 SCALE:1/4"=110n ' 660 SQ.FT. LIVING 1-------------- L------.---------1-----J.. I ' -i 335 SQ.FT. BONUS ROO � PORTAL FRAME WITH EMBEDDED STR__A_P.HOL1J-DOWNS I �� o N-D FASTEN SHEATHI Contractors General Notes I Insulation: Exterior walls of basement to be coated with Asphalt coatingto to grade TO HEADER WITH 8D Exterior walls to be R 19 Insulation minimum BOX NAILS IN 3 GRID PATTERN COMMON OR GALVANIZED General Contractor is to check and verify these plans before starting construction. No Changes are to be Ceilings -R 38 blown in Insulation with proper vent Installed. SHOWN 3" O.C. iN ALL made without first contacting N.E. Home Designs All materials used in the construction of this home are FRAMING (STUDS,BLOCKiNG,AND SILLS) TYP. to be Installed as per manufacturers' specifications. While every attempt has been made in the Bridging: To be all solid "X" Bridging 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 Roofing: Kiln dried Western Hem Fir 2x12 or as specified on the cross sections. " CDX Fir plywood, SECOND GUESS THE PLANS).NEW ENGLAND HOME DESIGNS and employees are not responsible for 159Felt with Ice/Water barrier. any framing errors and or omissions found after any construction begins. SEE DET Joists: Under Kitchen, bathrooms, and all parallel partitions to be doubled every second joist. A 18 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 Electrical: -2 00 amp service is recommended. Layout as shown. Its expected that the owner visit the site construction. The Contractor shall employ and pay all costs for a registered Civil Engineer or Surveyor with the electrical contractorand agree upon the actual layout. All electrical boxes to have foam gaskets. who is licensed within the jurisdiction of the project site to lay out all lines and grades in accordance with ! Wiring for lamppost near driveway is required. Cabinets to have low voltage lighting installed. All _ the drawings and Specifications. i required studs to have Nail Stopper installed. _ W Excavation Strip all existing topsoil, subsoil and surface treatments covering the site. Salvage all useable topsoil and fill material Interior Walls: and Ceilings to have 1/2 GWB, taped; compounded and sanded with a spray, skip trowel, or swirl ceiling finish. Walls surrounding Lava, Laundry, and Master Suite to be insulated for sound All foundations shall bear directly upon natural undisturbed granular soil underlying the project control. -Dens Shield waterproof sheetrock used at all wet locations. X site or on compacted structural fill. All bearing surfaces to be hand cleaned and free of all .loose 4200 LB, TIE RUIN DEVICE: : soil. Final excavation of all bearing surfaces shall be performed by a backhoe or excavator having Painting: and staining of exterior wood surfaces to have 2 coats stain or paint. With water repellant STADI4-38) 16d SINKER OR • a smooth, toothless bucket to prevent disturbances of the bearing surface. ; preservatives. Interior walls to have I coat primer, and I finish coat. (Latex). Trim is recommended to be HPAHD22-(23) Idd SINKER o SEE DETAIL s� oil based. 1000' LB, TIE DOUJN DEVICE: O t: Excavation and dewatering shall be accomplished by methods which preserve the undisturbed state 1 LSTAD8-(24) Idd SINKER of subgrade :soils. Subgrade soils which become soft, loose or otherwise unsatisfactor for support g g pp Pre Wire: The entire house for cable T.V. and telephone jacks. Owners should consider the following. 5TADIO-(28) Idd SINKER of structures as a result of Inadequate or improper excavation, dewatering or other construction r Central sound, Central Vac, Securit and fire detection, Surveillance, interior surveillance, and intelli ent 9 g 1000 LB. STRAP OPTIONS:. methods, shall be removed and replaced with structural fill or crushed stone as required b the P q y lighting, and Cat6 data wiring for computers. RS150- (18) IOd NAILS ;; designer at the Contractors expense. L5TA18- (14) IOd NAILS Shrubbery: Shown on the plan does not mean to Imply type or number, rather is shown for artistic LSTA21- N) 10d NAILS Before filling against walls, the permanent structures must be completely and sufficiently aged to purposes only. STIB- (14) Idd NAILS attain strength to resist fill pressures without damage. Place no stones over -4 inches in diameter I RSIOO- (14) IOd NAILS MIN. 4200 POUND closer than 18 inches to wall surfaces. PLATE UJASHER TIE DOWN DEVICE Exterior Decks:. All framing to be pressure treated. Decking is owner's choice. All screws to be H$PS58, BP583 All fill within the area of the proposed structure shall be placed and compacted under continuous galvanized. REQUIRED IN SEISMIC DESIGN' monitoring by the Soil Engineer: Place crushed stone in uniform lifts not exceeding 6 inches CATEGORIES (SDC) DO, DI, i D2, (compacted thickness) and compact with minimum of 4 passes of a vibratory plate type compactor. Steel: All steel used In the construction. of this home is to be resIzed and recalculated by the supplier. AND TOIUNHOUSES IN SDC C Place gravel fill in uniform lifts not exceeding 6 inches (compacted thicknes) and compact to 95 Calculations must be submitted to the building department prior to installation for approval percent of maximum dry Proctor density. Engineered Lumber: The supplier must resize and recalculate any engineered lumber. Calculations Place ordmary fill in uniform lifts not exceeding 6 inches (compacted thickness) and compact to 92 must be submitted to the building department prior to installation. percent of its maximum dry Proctor density. Lawn Faucets: Specified on the floor plans are to be freeze proof and have shutoffs in the basement. Footings: All Footings have been calculated for ideal soil conditions. If any adverse conditions are found the footings are to be increased and or reinforced. f'c = -4,000 psi, Air content = 1 6% max. Max Windows: SPECIFIED ON THE PLANS ARE ANDERSEN LOW "E" WITH SCREENS AND GRILLS slump=6", W/C _ .45 FASTEN SHEATHING TO HEADER WITH 8d COMMON I; Stairs: To be refigured on site be the framer and G.C. Type and style of Rail, Baluster, and Newel Post GALVANIZED BOX NAILS IN IN 3" GRID PATTERN AS SHOWN Anchor bolts: 1/2" Dia.x 12"a.b. 6'0" o.c. by owners. Sills: 2x6 P.T. With "Mudsill" protection Siding: As Specified by Builder/Owner MIN: 3/8" WOOD STRUCTURAL PANEL WITH 8d NAILS B 3" O.C. Column Footings: 2'6"x2'6"xl6" Minimum. Retaining walls: If found necessar are the res onsibilit of contractor and or owners. g y p y (2) ROWS ON EACH SIDE OF VERTICAL SEGMENT ON THE PORTAL FRAME Columns: 3 1/2" dia. Lally Columns. Whirlpool: To have all required electrical and plumbing connections, electrician to ground connections. : Also to have access panel for future service. (2X) 2 X 4 STUDS Masonry: Mason must review these plans before starting construction. He is to determine final chimney OR 4X POSTS (SHEATHING height, flue size and damper size. He is also responsible for figuring of steel beams and any lintel sizes. HVAC: It will be the responsibility of the G.C. and framer to locate all chase walls before starting FRONT SIDE constructionsThe Design office recommends a professional MEP designer be retained by the owner to Floors: Cellar floor=4"concrete floor over 12" min. gravel base with poly vapor barrier if contractor design and specify the heating and cooling portion of this home. sees fit. Garage= 4" concrete with 6x6 #10/10 w.w.m. f'c 4,000 psi, Air content = 4% Max ' slump=3" W/C = '.45 NO . CHANGES ARE TO BE MADE to this plan unless otherwise requested by the building n Toll department. If any questions arise during construction, contact the design office before proceeding further. OUTSIDE EXTENT OF HEADER EXTENT OF HEADER (ONE BRACED UTALL SEGMENT) MIN, 3" X I1.25 . NET. HEADER i 1000 LB STRAP OPPOSITE SIDE OF SHEATHING 6' TO 1810" i i MIN. DOUBLE 2 X 4 POST MIN DOD BLE MIN. 1000 LB— TIE DOWN DEVICE i 3/8" MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING i (2X)2X45TUD OR 4X POSTS OPTIONAL LOCATION FOR STRAP HOLD DOWN I I 's"RAP CONSULT LOCAL BUILDING CODE FOR REINFORCING REQUIREMENTS I U FASTEN TOP PLATE TO HEADER c \ Q WITH 2 ROWS OF 16d SINKER V )0 LB STRAP NAILS s 3" O.C. T0 LB RAP OPPOSITE SIDE OF SHEATHING FASTEN SHEATHING TO HEADER WITH 8d LO : COMMON OR GALVANIZED A BOX NAILS IN 3' GRID PATTERN AS SHOWN AND 3' O.C. IN ALL FRAMING (STUDS, BLOCKING AND SILLS) TYP. TYPICAL PORTAL FRAME CONSTRUCTION Sheet Description: ti FOR A PANEL SPLICE tj (IF NEEDED) PANEL EDGES SHALL BE BLOCKED, AND `•`• OCCUR WITHIN 24" OF MID- ' MEGHT. ONE ROW TYPICAL. SHEATHING TO FRAMING NAILING IS REQUIRED. 2'ND FLOOR PLAN IF 2 X 4 BLOCKING IS USED, THE 2 X 4'5 MUST BE NAILED TOGETHER WITH (3) 0 SINKERS. l Issue Dates: SEPTEMBER 12, 2016 MIN, 3/8" WOOD STRUCTURAL PANEL WITH 8d NAILS 8 3" O.C. 2 ROWS ON EACH SIDE OF VERiTICAL LEG OF PORTAL FRAME 4200 LB. MIN. CAPACITY STRAP TIE DOWNS 5/8" X 12" STANDARD ANCHOR SOLT Scale: AND PLATE WASHER (SEE NOTE UNDER 1/4" — 1'0' HARDWARE) Project #: Drawn By: 16-1045 DWS Sheet #: SING LELA FATED DETAIL B I IN51DE DETAIL C OUTS/DL (L_J BOTTOM