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HomeMy WebLinkAboutPlans for 129 and 131 Cotuit - Plans - 129 COTUIT STREET 1/8/2004 Contractor/Builder Project location! Per Unit 6araceno Features _.�__________________ -bafR Woodland 6t North �� 1 Lawrence MA 01 1 � Family Kitcl en p in Ing — Study foyer 12 Lav Laundry ` One Gar Garage 4 5edr©oms ve 2 Baths Ed { , i 3 - - € I * 6 t P t LI-J _FH1 _7 -- -I film i 3p F 2 r s [ 1 I I 1 1 1 1 I I t I I ! 1 1 I I ! I I I I I _ rL_l y-y 7 L L 1 L 1 r Ll_L, I t 1 ! # I E 1 I 1 I d 1 1.-1--' I---------k,,- ---• ---� -_L_— -------- mn -��• I I 1 1 I 1 [ __________________________ -_ 3-----------------------'------ ------------------L rL L--------------------------------------------'------- 1--,.,__--_.F-------_---_--_-__-_, ----_--_-_---:1-__--._.__-------.--_--_-__------ _--------------.-- Total�ivIn Area� 5t= � re �' House Plan dumber- 1ilPate: per unit1, All dimensions to be field verified and changes made accordingly. - "Dotes eels. petailsl`, an Total Foot-print Dimensions: > 2A 0�Vlffi Ira;% Information see V L)ra ft 2. For addit�nal inform p � �� icated. - �1S-414- 855 3. When thi5 drawing 15 11 x 11,it is the kale as ind �� -� X �- 0 19 Colonial t2 910-414- 1055 - ___ ....... ..._ E ...._..._... ® ® - ® I EE I I I f T ..!. -i._. S! i F iT 1 - - .......... Y - LUI X,,24; ..Ja ar-- If i I I I I I i i i-- ' III I , I!!fl€ i i l !€ i t I':I s l II! If 11 i i 3 1 111 �!I fr€1- f i! 1. 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"_-I� i i li I'[ I ,r, I 1 i 1 f i I; i•'!i I •{ [{ 1 f i[ ! r { +1 , .:'._..._'"T�"� .F I r :i •f �..'.."""h""""� f L I�r�-"-+-'-� I I ,I �f f �I i' �€E, f f . :l I s I i If E cELLI - Left FM LEZI I Elevation 1, All dim in5lons to be field verified and charges made wcordinglcg. Z. For additional information we'Notes,8pcc'6.4❑et,anall 3. When this drawN is 11 x MIA is the scale as indicated. 4. Drawing printout date 01/08/04 24'D'€ 2410II 241DI1 II 13�311 31�aIE III llEll 1D11 lllll EC1I 316II 13i31, 1311 5 3 IQ r w r r-_--rw rrrr-_rww-rr-r-rr__rr__+.-_r __rr- -w- t r __r __--r ___rrr_—_r rr_rrrrrr_-rr__rr - __ r F - - - _ — .r_l —-- -- �� ' A -r- -- . .... ~ �.....�.. � � -rr_rLr c w¢. _ r _wr_- _ ..r..- rrrww-rr_-r-_rl-r_rl II r 1 1 1 _ 1 I T• r r—_i rrli.._irr-Irrw_..r..rw_---..--- - f - LD �rE L-- -----w-----r _-r-„---r--rrr-r X 1 ' t. ! r----rr-----w------ -r r---r 1 1 1 r„ rwl it r.w.rr 1 •�, I I o •,k ' a� - ; ,�# Top of 1 O p ' o ' ^ Basement Slab to of l�dn + y: ; � a lTo of Fdn Basement Slab To of Fdrr To of Fdn I 1 [L 1 1 Il I !� ' 'Ref mil.[-75,-p" Red'.ll, -7I�S° Ref'.ll.0I-0II; =4 •. ; v € F, ;ReF.�1.D-�D Ref,�l. -S Red',l+l. -}5 ' 1 ' ' i91211 3' 1€ ; ; '�' ; 0 C3 W 1 ' 3 2 1 I L I - } 1 /13arage Finish 1 c 4 6 1 ! 1 I,_ _w NQf LF.. ' 'S �r'�w�ws ` ..^rr....E..w.�r wr✓r■ww�r err...Erg�rr�.fir 1 I ....�.�.....�.�..r..r......rrrrw�r-��■i..rr.i....nwr ter+...�� ..r� i 1 ' """"'�' �E..r w....rr r...r.�����■..����.r.wM...w.��...�t _ I 1 ■.. �w.i.��err r.rww..rw�r..wr✓.w..r✓.r��w�r ram'I 1 , E` , 1 I 1 1 I 1 1 1 ; 1 ' : i»r _w� LJ 1❑ x 33 1 W lD x 33 Steel Center Beam Steel Center Beam r I i 1 I fL__—� � I 1 o �11 k 33 — __ r�. i `s� 1 1 .= ' _ I 1t11❑ x 33 E ' "�# 1 1 l�.11C x r- r—, , t 1 i _ -r Steel Center Beam + r - I ! I �l_.! ! ' ' c.W. W , ...ram......,......-. _�..�......._. .. ....^r Steel Center Beam , , ! o a Ad 1 I L-rrr.._r..r__-r____rr_r-a 1._rrw—__— --r-r rr_w� Lally Column Footing I ! .g - r -.._-_-_-____-_ -__ __-.___ _-___ t 4 1 1 1 1 — 1 } I 11 P -:.=-..��:.--AAAA:.;.;=:.=- .::__ Beam Pocket ; t Blsam Pack�st. To suit Steel Beam 1 1 1 1 To suitkSteel Beam `a� 1�€i ,51, E lElI$,I 3 re(;'d 3 r 1 I � X I } 1 I� Basement Slab 1 I BaBement Slab , 1� 1 1 II I on lD" Faur�datian i 1 �--- r- I 1 la Foundation _- I , ' --w_w-rr_-r-_r i .g• L rr_----_ ------w--rr--__—rami..r,.--rr-___rrr_rr ..—r_w___rrr r r_r-r w_—r r r r r r , I ' 1 - - ! L rr_w—rrrr,.,.—_rw-- ---_----w—rrr----w-----__— "' -------r---rrwrr+._--+r—Sr...r—..----w—__rw_rrw_rrwwrr wi I II 24I0 _ 240 >� II I II I IE E €I I fi 311 2�ED€IIf �Ila€I �Egll 31�11 (o1311 3fl 3 63 38 591Q V _ 4u. V io_ rr _ � 4.61 1 . ! ♦r E +r t r I , r , ILr_rri ft.r_r J 1. All dimensions to be Field verified and changes made accordingly, 110�r Dia.Concrete Pier EIS 2. For additional inFormation ace dates 4 specifications 24 w12 O dq.x 1 C dp.f't g rawin Print-out date 01/08/04 311 a" ICI€ (la regld) lEO€I to€� 4E6r1 101€ 14E(oIk 24I0IkOf 14'6 1011 4E6 11 t011 1E011 _ 19It J E�II Eau l l II I 'ol1 III (1211 1911 _ 39 I II 1 II E IE 6 3Er'{4Ir X 'c3/2II 36'4 II X 4'5 Ir310 IQ J�r! 28 it 0/1 /01 '+ w� + Qt� �� 92 1\ l I D in I Kitchen � K itchen D In In __ i Actual cabhat la�put = Actual c2bhrt WputVWJ = Q _ - _ 0 = cn o b - = o = d C 3:0tl 31(rt $I1 0'/4u 4I01 1 toi - CS7 = '0" 4I61 1 13rlpf/411 3,(v 3'0 01 I = Garage Garage post = - post 1�11 = = - - ---- _ 21411 - - -- - - - 3 I W r I II cv � c� tic � I - aragEelNou C�arageli-ousEs -- -- 3 - - - - .. = - - Hall - _--__- c� I = � Door = EnILN Door = - = _ c+l - - - - studs_�7 Stud = _ - = = Cc C7 J-t'► cn I I = I QI - 1011 4'C = I I - i I 41011 4I0tl - i f I !I i 11 I � 1 , 11 I rt I 6I6rr �t�n �Iil li 9 0 x S D Door 130 x 8 0 Door E E u. I _ - E uP Ur E _ II I1 �1 1! �2 11 �l EI `Ir II Ii _FamilsIt e r : i ., fC1 iG r Fam 11 LO 4-1 CO CO X 4"�'12sl I II 3FE 1 F}d�f r 31 €��il Nk- 1 r II E 11 r II E €I r €€ E 1€ 0 I On a 31411 r it 41011 II I i! 31511 '(�I[ I €! 11 III raft ireo � , II 00, 311 6I3II 31 a E II 111011 �ri cs1 311 1'101t 5s9rr 3Eall 6i3u 1E 24'0II 2 '0II 24E0It in;f 1. All dimenslons to be field verified and charges made accordingly. 2. For additional information see Notes,vpec s.4 Details". 3116" :1'0" 3. Drawing printout date, 0114BI04 121s<l II 153/4 11 3E EI 5I 1/I€ l I'll 11/211 1€I I1'111/E1 5! [f41! LO, i 11 i5 11 12% �I�Ir .1131i '3° '1D" �1�1r iglr 112 11 5E3�f it .00 �' 1/4 FI € � II 21 14 310 2 II i IE f V If EM'6 X 4'51f711 X z _ Q o � Q _.. = - - - a � 03 Bath _ B ath iedroom03 - Bedroom _ _ f r 1 II ......................... ............... tiJ € .4kE1C _ CP 'PuRdcwn Stai+i l _ ! = l ! �. i lnull I cY1- --_----- Skylight=Velux VS-304 5kc light:Velux V5-30 i €€ I€ i E€ k II - - --- ---__.__ - _ R,D.= 1/2 x 3 3 = R.D.= 6 1/2 x 3 3 Wallrn - Hall = _ _ _ _ Bedroom 02 Broomd -I F I r MN Pe ,-- C14 r- Ln Ln �i lELD _ = 4 � 1 1i�G 4'01! - - - SLIDING _ .............. 1 Closest _ 11 l li 1 ' II 1 EI - -- -- -- ----. - Q) z balkIn LJalk-In 3/� 5151/ll 5athoEC 7 M 5ath G ioae. M an a - 1C�lail 410 11 V411, ll€ 2181l 1 1€ I4II €�II 10,0€ l�ll = i�' rG � L M 5edroom 0 3/16" 1'a11 = Bedroom0 _ �, _. _-- .......... te =n Q] _ Q) £n 1. All dimensions to be field verified - "� U _ and changes made accordin! lI�. Ln i +5 �S i € 1/II I €I k II 1 11 E li ° 1✓!I 2'101/4€I X 4'E7V2" 2'1a1/41,X 415v211 �k1al�lli ��1E �i�4 X�5z 2104 X4 a10 X S� -- ..................For additional lnFormatione "Motes,Spec'5.4 Details", E II I 11 .01 I Ir l rr € 3. Drawing print out date:01/00/04 I' r' ' '� ' 11 € u rr €all 24'a" � 'a" General Notes; Conatr ct i on ter �l a� dat,� ram g ' �no: j - Indicates Smoke Detector location Firer lace- Zero-clearance Gas Direct-vent Vapor Barrier with 6" (min.) over lapping Bearing 1 1/2" (min.) bearing on wood or metal. ,joints under concrete slab. Notches in the top or bottom of ,joists shall All substitutions and/or deviations from Spruce Pine Fir No. 2 or better not exceed 116 depth/joist Wall Stud Size 2 x 4 10fro" O.C. Beam Pocket Shim beam with steel shims or No greater than 1/3 the depth/,joist these plans are the responsibility of the x g2 518 hard brick. The ends of wood beams shall Not be in the middle 1/3 span. contractor. Contractors specifications take Ecaundation Walla ; have a maintain 1/2" (min.) air space on top, precedent over any information presented in - these drawings. all dimensions are to be 1U conc.wall,80 pour,iC] dp x+2o w ftg, sides#end. field verified by the contractor and any �,nchvrs: l/2 anchor Bolts g � � O.C. �Dt" JD1sta��aft�r$ adjustments made accordingly. Garage Fire Separation 5/S inch(min.) Type Spruce-Pine-Fir Grade No.2 or better Property Zoning, Dimensional Set Backs, �arag� Door S'0" w x S'0" h X gypsum board applied to the garage LlvinQ Area(!axcept aleoping roam,-�)_; Septic issues,etc", are the responsibility side" of the ©weer. 15 Felt, T No. e , yvek or Typar Live Load 4C�Basement ventilation: Install 4 (min,) Sliding �Pgf, Dead Load�15 per 2 x 10 � lr� D.G.= 15 -1112 Sleeping rooms shall have S,o (min.) Glazing �-� Floors: Rl 9 or awning type windows for every 1500 sq. 5leepinQ RQoiIL 4 4�6 (min.) Ventilation. Ceilings: R30 ft, of floor area. Live Load 30 Ipsf, Dead Load 15 per Window Opn'g : Walls R13 2 x 10 Q l ry O.C,= 1ro -8 1/2 11 3.3 sq. f t., 20 x 24" in either direction. attic (no Future rooms_: Sill not more than 44" above floor. Ir7texior Wall 1=1_n( Blueboard 4 Plaster center Seam Limited storage, LL 20 pef, �� RooL...�.Underla ment: No, 15 Felt Dead Load 15 per Exit Doors 1-3ry wide, others 2& wide y 2 x S 0 16" O.C.= 15' --4 1/2" Gable Rakes: Flush Lally column cap Roof Smoke Detectors Ridge Vent: Baffled o�m{�ecn LGc Soffgit: loll or equal Snow Load 35 �sf, Dead Load 15 per 1. In the immediate vicinity of bedrooms. Composite colllu" f ` 2 x S 0 Irv' D.C. - 13' -311 2, In all bedrooms, Shingles p , Lally bottom t 2 x 10 0 Iro" D.G.= 16'-2" 3. In each story of a dwelling.unit, including _ plate embedded basements and cellars, aheathit��-i -a '"cortcrct Blab but not including Exterior Wa11 all structural materials shall be void of any : lI2" Plywood �. ���� crawl spaces and uninhabitable attics: E, • defects that may diminish their capacity to 4. 1 for every 1200 sq, ft. unit. Floor: 3/4 T4G Plywood Concrete roothg function in an adequate manner. Structural Windows located near tubs, whirlpools shall Roof: 1/2 Plywood Engineering or any other professional have tempered glazing. services that may be required shall be statr Lai l ColumnDetail y�� � provided b others. abbreviations Stairwayth Wi : 3ro clear width above rail. Clr. - Clearance Riser =8 1/4" (max.)Tread =S" (min.) 1/4"Shrinkage tap O min.) Conc. - Concrete Nosing Profile : 1 1/2" (max.) dia, - Dlameter Headroom (o'-6" minimum �� "Sheathing dp. - Deep El. - Eievation Exp. - Expansion prevent�ojcte 5" (max.) [max. (max.3 ' Ft. - Foot or Feet Triangular space 10 riser 4 tread 6" dia. (max.) _ Ft'g. - F©oting ` o h. - Height Handrails__ Having 34" min. 4 30" max. height .� LVL - Laminated Veneer Lumber Measured vertically from the nosing - LuS I-danger max, - Maximum Anchors bolts or --- _----_-- Double Shear Strapping min. - Minimum k� �� App`d Equlvalent O,C. - On Center Circular cross section: 1 1/4 min. 4 2 max. LvL Beam Wallboard PSL - Parallel Strand Lumber Other shapes, perimeter. 4" min. 4 ro 1/4" max, sq. - Square Cross-sectional: 2 1/4 max. a nc.hor Bolt 5pacing us fir. p gm sq. ft. - Square Feet T4G - Tongue 4 Groove Roof Rai"ter T.O.C, - Top of concrete 34`- g'�'� �' Maintain 1"train.clear, T,D.F - Top of Foundation handrail(tip'} j U.N.O. - Unless Noted Otherwise Hurricane -lip, W. - Wide Fascia Board 1 3s"high elm) 34`" '" 1 Wortzontal Sorf it Stair Guardrail Guardrail with vertirng (DFIan: OX 24 u Handrail/Guardrail Vaulted Soffit a 1 E 3 nil Drafting S 2 x 8(PT)0 lb" O.G. All members are 2 x 10 6 i+O" a.G.(u.ND,) 1. All dimensions to be Field verified and changes made accordingly. YJQZ=24 0 0-1 M_ :For additional inFormation see"Notes,Specs.4 petails. 3. When this drawingis 11 x 1 ,it is the scale as indicated. 311�0 i'D" 4. Drawing print out date- 01/00/04 91�1i Flush Framed Deam-2 i r m f I E -1L �c. s x x x O �. m � .i .J ,J .3 L J J L J LIT- aL a ,.i .I "1 r' "1 r, P I , I 1 "ter I i a1�r� :a a ■i 30 g4 M a z a M s'a I I I ti i I r ♦ I JLU I k ! ! _ t l lid Co lorial ED ra Ft ine 4 i II blush Framed f3eam-1 All members are 2 x 10 0 16"O.G.(UN-0) D1. All dimensions to be Field verified and changes made accord ing1y. 2. For additional information see"Notes,Specs.4 Petaila". 3, when this drawing is 11 x 11,it is the scale as indicated. 4. Urawinq print out date-, 01108104 colonial 9�8-�74"' 1855 j 1 1 k I I ! I ! ! ,4t�IC lIGG�M Attic wcon. t'ulldoirn but"pulwc wn Stab 1nauiatad 1rw ....... ........ LL ........ ......... ..................................... ............... I I l ! I k I I E i f All members are 2 x S awl 16 0L, (U-NC.� 1. A11 dimensions to be field veriFled and changes made accordinglc. 2. For additional Information see"Notes,5pec'e.4 Details," 3. When this drawing is 11 x 11,it is the scale as indicated.04, Drawing print out date: 01/08/04 i 2xlC� �olo�i�l rah ine IIL 2 x 12 Ridge Soard All memoera are 2 x B 0 l("D.G.(tl.N.D) Notes 1. All dimensions to be field uerfled and charxes made eccording[c. �► 2. For additional information see "Notes,5pec's.4 Details". aX M 24 0 R aa F.. F ram ln!g 3. When this drawing is 11 x 11,It is the scale as indicated. 4. Draining print out date: 0 1/08/04 t Ridge Vent, Colonial .� __... idge�oa�d l�r�Ft in '310-414- 1055 Collar tie 9 l2oafir�g 3-2 x 8 Stroh -Back 2 x 8 @ w/2 x 4 vertical aQ 4'0'C.G. Cellin Framing Fascia a x � soffit -U 2x Weader 2-2x Header a� F 2 x 12 Stringers � 2 x 4 1=ire Blacking Second Floor Framing p E i laced Parallel 2 x 10 aQ lea"C.C. ' � ,,. I with stringers 0 16'Q.G. ti � 2x4 Exterior Wall x 2 x 4 Studs begond) r ; Interior 2x 1-leader 2x Deader Non-hearing Partition Q, v a Center Beam u ❑ 2 x 12 Stringers Fit.Floor Framing 2 x 10 a Y10 D.C. Q. Sill # Center peam Approx. Finish Grade " �ally C❑lump 4 Footing ID" Foundation , 12 a�9'f=C30 w 4 w' Perimeter Drain Sfection . Basemen.51ab -' per site conditions} �� X-2A; .-Main House -Btentfan 0 1. All dimensions to be Field verified and changes made accordingN. 1/4"=1V 2. For additional information see"Notes,3pec's.d Details". 3, Drawing print,out date:0II08/04 314"T 4 G Plywood ' 2xla Joist 2 la ere 5/8"T e-X wallboard Unit 5(sparartloti 7ound GA 5/4 Fire Blocking Fire- Rabn Rabng File Assembly Description Sketch and Design data STC N o. 2 lapre 5!8"Type-X wallboard Gypsum Wallboard,Wood Studs � Base layer 5!9"type X gypsum wallboard or veneer base applied ,Y at right angles to each side of double row of 2 x 4 wood studs 16" 2xlD,�Gl6t 5 5 o.c.on separate plates 1 apart with 6d coated nails, 17/a"long, l tO 0.085shank,'! "heads,24"o.c.Dace layer 51s"type gypsum • 1 i I `Z• I y +`•i wallboardH R WP 3820 wallboard or veneer base applied at right angles to each side of studs over base layer with 8d coated nails, 2Wls" long, 0.100" 59 shank,114" heads,8" o.c.Stagger joints 16" o.c.each layer and side.Sound tested using 3112-"glass fiber stapled to studs in stud Thickness: 10314" �1 spaces on one side and with nails for base layer spaced 6" o.c. Approx.Weight: 13 psf N (LOAD-SEARING) Fire Test:See WP 4135 N Sound Test:IVGC 3056,4-7-70 Corcrete Wall UL Una Se rati Wall 61H� Detail ro 14tO11 OF ........... r rAl r ` Colonial Draftln!@ ' E E 1 F ! 9l8- 14- 1555 1'0'Dia.Concrete Pier f 2 x 5(PT,)Q 16 C.C. j Number of risers and Drawing print out date., O1/08/04 ' E , a treads may va-tj due .... __ -- -- -- -- -- -- -- to site conditions 1 � Jolot Hari er(t ) g �� E , t r r , r i 4 2 x S(P.T.)Ledger Lag bolted Q 16"OL. • Maximum Allowable Spans For 1/4"=IV m ino 1/4u 1E0u Joists In Decks and Balconies Southern P he No.2 Non-dense Modulus of plasticity" '=11400pco Fb= 2 x(o - 1,525 2 x 10 - 1,095 2 x 8 - 1;65 2 x 12 - 11035 r4l Joist2xb 2x8 2x10 2x Q Clear(Max.) Size Ra11 Joist 12"O.G. -it li-1a i -8 1 3 -- Spacing 16 CZ 6-2 10-9 12-5 14.11 1=1ash in g o Post 1. Deck design loads.60 Ibs psf-Live Load,10 lbs psi'Dead Load. Lag bolts Qa 16"O.C. m 3-2 x 1C�P.T.� 2. 15r1dgfng requirements apply when live load exceeds 40 lbs.1 sq.ft. Decking h x 6 Post One line of bridgirtig for each 8 feet of span. ode P❑si nch❑rs 3. Final deck location to be determined by builder and site conditions. �-+~~2x peck framing(PT.) S _ 4. Deck f'inlsh materials to be dsterminad�by builder. t' Decking,Posts,Railings,5alusters} �` E 1E p Joist Hanger .5. Bottom of footing to be D (min)below f infsh grade. a E b Srk 6. Ses Stale Framing Section Detall drawlnQ for additional information . regarding Stairway Width,Treads and Risers,Guardrail Details, Concrete Foundation Guardrail Opening Llmiiratlons,Handrails 4 Handrall Grip Size, U612 nnectioll e. Deck Z Ha Go 1/411=11011V2 1101 C�tag: 1. All dfmsnsians to be field verifled and charges made accordingl�. 2, ror additional lnformatlon see"Notes,Specs.4 Detalls". 3. When thls drawing is 11 x 11,it is the scale as Indicated. 4. Drawing print out date. OV08104 I colonial �rafti�g Ridge Vent(continuous) x 12 Ridge 5oard f Gelling Framing 2x8016 G.C. 12 � 9 � �� RDaFing 112"P Ivood Second Floor Framing 2 x 10 @ 1&"4.G, 3/4"T4G Sheathing 2 x 10 616`C.G. Fascia 50f fit w/venting Exterior Wall 2 x 4 6 16'D.C. -� Garage Finish=518"Type-X Wallboard on the Garage side a� Garage Concrete Slab Approx. wlvapor barrier beneath 8111- 1=finish .-. .'. ... t 1} 2 x 6(P.T) (1)-2x64KD.3 Grade 10'Gonc.Fdn. 20"u.x 14'dp.Ft'g. # w/dampprooFing k Xm2.4' � V4' IV0 Nate$- 1. All dimensions to be Field verified and changes made accordingly. '2. For additional information see"Notes,Spec Fs,4 retails". 3. When this drawing is 11 x 11,It 15 this scale a6 indicated. f 4. Drawing print out date GVa8104