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Home My WebLink AboutBLD-17-005130 (24 Mars Lane)Rear Elevation SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" CJ 5]LE� J C cJ f. w -- A y, i0 — — i�(1 lL �� to � ,a ---- -- — D — — — — C/ W y M co " ' r- c� z � [C x n r it`s � e■e iii= Qi �//V 11_I I 1 if y 1 (29 Y L iry A F i t, . f L to p CL D Rear Elevation SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Right Elevation SCALE: 1/4" = 1'-0" A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION 211 W4'S CA/ -- ---- --- -- -- — — -- -- ---- -- — -- — — — — M e■e iii= 11_I I Front Elevation SCALE: 1/4" = 1'-0" Right Elevation SCALE: 1/4" = 1'-0" A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION 211 W4'S CA/ 0- 4z 5 �( 5_ A3 4'x 8'x1/7 Ply at all come; 4'x8'xl/2'PI '., at all come ■ E1WIN NN Now _ Rear 42' ,T r P91 i • I - - - r- - - - - - - - - ... ................ I � ...................... L -- - ....... ........ i ----- --- (2) -------- 2x10 SPF -------- -------- -------- I ------ -------- ....................- -... - . - e e s Treads = 9.0" Risers = 7.875" ........ . ------ wood — s 3�.. A3 \\ 2x10 SPF Rim Joist 2x8 PT Mudsill Front 2x10 SPF @ 16'oc. Floor Framing s First Floor Framing SCALE: 114" = 1'-0" A3 A3 NOTE: TRIM: Truss design by Others Gable 1x8, 16 t _ Rear o_m._.... .... raTurnaei " GI AT 3 1 1 A3 <2 A3 —42' — I 1 i 3- _4 -_a x 8' x 112' Plywood _ 3--11' / at all comers 7 ------- z r5 ------ --- _--------- — ----- — L--- — --------------------------- ------------ 1I I c I io � "• I � I bo rn I I I I I !• I I BEAM: (3) 202 SPF FOOTING: ? / 46 Beam Parket (typ) 12" x 12" x 30" i 3112" Lally Column Left Ir I '• I I 1- I I I I S I _ MAIN BEAM: -Right (3) 2x12 SPF ~ I I I }n I I ry I A3 A3 I I I I nn �iT — co 10' x 18' Concrete Falling `N X HOR BOLTS: 518' x 12" I 2 x 4 Keyway ('x 12" F n Ccrners + 30" on Centers :; I I Concrete Wall - 8' x T-10" I I/ 'x 111" Plate Washers I I I L ------------------------------------------------I -- — — — — — ---------I I \ -----�a ---------------- --------------- 4 x B' x 112" Plywood r, at all comers Tr Fiont, In ' J FOUNDATION SCALE: 114" = 1'-0" 3 2 A3 A3 A3 CATHEDRAL FLAT'. 3 Front A3 --- Roof Framing SCALE:1/4" = 1'-V' / — Ceiling Outlines WOOD FLOORS TH t0UGH0UT IINING [� EI E I 4-0x6-8 L_ FOR Davenport Building Co. n,rv1 v;.Zta Massachusetts 026 6q ISSUED: CONSULTANTS Davenport Building Comp; my 20 North Main Street South Yarmouth, MA 026( 64 508-39 ))-2293 Tom G. ew tgrew(-a davenportbuilding. I-om REVISIONS: DATE I DESCRIPTION I PROJECT NO: MODEL FILE_ DRAWN BY: _ CHK'D BY: OFFICE �.. - AM 4 A3 (Right LIV NG BATH 3 5 5 Iu— Vinyl BEDROOM 2 5 A3 A3 Y—Y Leads9.0ry (� A [AFHLDRAL First Floor SCALE: 114" = 1'-0" SHEET TITLE FLOOR PLAN' 4'x8'x1/7PI at all come 4'xFx10Plt at all comes 4 4 4 A A TRIM: Gable =1x8, 1x3 First Floor Framing SCALE: 114" _ 1'-0" CATHEDRAL 41 IN FLAT I I A NOTE: [Truss design by Others Rear Wpm � � C4THEDRAL� FLAT 3 Front <A6) 13 -- -- —42' — . I •t x 8'x iR" Plywood r � 11. _ _ I I 3 at al comers _ f r 4,r r rid --- ------ ----- --- ---- ----- — --- _— I •:' I I c I • I I I I I i I a M I I I I• BEAM: (3) 2x12 SPF FOOTING: ,a 46 Beam Po*et (tyF 1 /-- 12 x 12" x 30" 3112"Lally Column Left 1� I I N I I I I —716 •—._t;r-9^ g•-9..— —g.-9^ �— —6'-9" 7•_g^ I MAIN BEAN: _Right i I (3) 2)12 SPF I I I I I ry I I I I I I II i 10'x 180 Concrete Fo>bng colon b t � � I cc 2 x 4 Keyway r� � Al HOR BOLTS: 578" x 12" I Concrete Wall - 8" x T-10" 12" F n Comers + 30" on Centers I -- x 114" Plate Washers -------- — -- --------------a x8'x12'Plywood - I at all brners r. � — — — — — — — A3 i�•� r 1 j on FOUNDATION SCALE: 114" = 1'-0" — Ceiling Outlines EVA ■ AI H NMI N C t WOOD FLOORSTH30UGHO.IT �I E IINING [� I_ /N \ Roof Framing "-`- SCALE: 1/4" = 1'-0" First Floor SCALE: °/4" = 1'-0" s N XW M IMA CONSULTANTS /� A. Davenport Building Comp: 20 North Main Street South Yarmouth, MA 026664 i Tom G. •ew tgrewC davenportbuilding. -omp.•,, REVISIONS: /� A. Davenport Building Comp: 20 North Main Street South Yarmouth, MA 026664 508-39')-2293 Tom G. •ew tgrewC davenportbuilding. -omp.•,, REVISIONS: DATE DESCRIPTION PROJECT NO: MODEL FILE: — DRAWN BY: CHK'D BY: — OFFICE: — /� Cellar Window 8 Window Well CATHEDRAL -*7-1- FLAT Asphalt Shingles Section 4 SCALE: 114" = 1'-0" CATHEDRAL M FLAT :.�w�:.�•.��nsi�•InP-':In�Js'1�.1�11�1 Section 5 SCALE: 1/4" = 1'-0" I ■1 12 7 3.51 1' BEAM: (3) 2x12 SPF 4x6 Beam Pocket (typ) 2x8 PT Mudsill 2x10 SPF Rim Joist 200 SPF Q 16'oc Floor Framing 10' x 20' Concrete Footing 2 x 4 KeywayAN.H )R BOLTS: 518' x 12" Concrete Wall - B' x T-10' 12' From ;omers + 30" on Cente's [3" xx 114" Plate Washers Section 3 SCALE: 1/4" = 1'-0" HEADER = (3) 2x6 (typ) Continuous Ridge 8 Soffit Vents 12 7 Section 1 SCALE: 1/4" = 1'-0" 12 7 Treads = 9.0' Risers 7.875" 2x8 PT Mudsill 200 SPF Rim Joist 2x10 SPF @18'oc Floor Framing A3'-1--+ FOOTING: 314' 12"x17x33" 3112" Lally Column i2x12x30 Section 2 SCALE: 114" = 1'-0" 112' 1 1' -6 -- FOR Davenport Building; Co. k Z1, MA2s LoN� �'o uT j� y� 2,✓i DU'"N Massachusetts 0264E/' 61 ISSUED: CONSULTANTS i Davenport building Company 20 '1 Main Street Sol .th Yarmouth, MA 026664 5W 398-2293 Tot � Grew tgrt ;w@davenponbuilding.com .11." wa+nr REVISIONS: D kTE DESCRIPTION ANCHOR BOLTS: 5/8"x p" 12' From Comers + 30" on C rnters- PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: OFFICE: wslun tells rewa elwrwe�ns . 3' x 114" Plate Washers r' BEAM: (3) 202 SPF - 4x6 Beam Pocket (typ) 10" x 20" Concrete Fooling 2 x 4 Keyway i Concrete Wall - 3`x7'-10' FOR Davenport Building; Co. k Z1, MA2s LoN� �'o uT j� y� 2,✓i DU'"N Massachusetts 0264E/' 61 ISSUED: CONSULTANTS i Davenport building Company 20 '1 Main Street Sol .th Yarmouth, MA 026664 5W 398-2293 Tot � Grew tgrt ;w@davenponbuilding.com .11." wa+nr REVISIONS: D kTE DESCRIPTION PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: OFFICE: wslun tells rewa elwrwe�ns . 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