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HomeMy WebLinkAboutHome Plans - Plans - 190 GRAY STREET 10/25/2004 Contractor / Builder: Pro ect: House Features Litchffeld Co. 1f"�1� ybe/*t �j�' �asem�nt . 13urlington, MA 2 Gar Gara Walk-out Basement - first �/oor Living _ family Kitchen _ D fining Breakfast Attic study—_ --- �, � �. Open Foyer Effl Rao/. �av 4 Bedrooms 2 Baths second I Ell- Laundry Closet Total Area Sq. Ft: ITH® EIB ® 2,910 Living Area 110 open stair area _ ®® 3,080 Total Total Foot—print Dimensions: l=first-- - 31-0 X 5�o . —-—- Drown by: R - - - - �„ Colonial - _ Fe,5 a7 ..Drafting NH - ©These plans are for construction reference purpose only.Release - - - - of and by Colonial Dro tN p} thisuyer only as referenced an this Garage sheet— --- 91P Colonial Ca l o n i a l OCT 2 6 RECI°` Drafting NH Notes:A 603 . B79 , 9696 28 x 40 Main mouse * A } nsions to be field verlFfed and changes made accordingly. * Exterior biding,Trim,Mouldings and Details are per Builder BpeciFications. House Plan N urrb a rQQ 16 X 24 FamilMension ing/Garage Under * Winciow 4 Doors. Mf`r.,Size,Design,Layout and Details perBullder. * L-Z3V ! 18115 When this drawl is 11 x 1",it is the scale as Indicated. 3 x 12 Front Drawing print out date: 1Q125I04 Engineering__ ___complete •tHra,■tl/aai■■■Iq■1■,rtprt\ ��'� , . f�1.�1,1��+�\��Ilr1�R,���11\��i�f1��1�,p1�l�iN1�1��,��fKi:��f•/�N�!>��i��1M�!!1���ti�1��. • , •{��'lt�■�IS�M�,.1�'��'�'■��f%���'�i/■��'�I���li'i'ili�I tH,NU■A�/.�,l�[��li�■��i\ ���' ' 1 ' N 1��Ni��•i�i���NI t��3�t����S�l���H�NN�'iU i�p��E�I�i.����,ii1�t�H1�H1�i��Ifl. iit[■t �� .�Ertl�H��•f�,!�tf:•�•�����E��f��,it■/I��•��{��•iu'�S f !I•t•�.•��'�.�1����Itl iE a■nn■t,.■nn,■ ia,■ll■„HaHi�N.E.�.i,Ht a {a,t1a■'N3a■,H[■■il,r■1■,■a■t1,t■■HI/naNAtl\ ■it4■\Ala■■i■��1��.■1�■�INNaN�■�■I�,�IN■/`,i�ii■�i;■�i4�N11�\��,�'il�,r'■��H��13�a�1�.■t,\t:1/tt�i�\. 1SU„lla/n�■,:;f.•.':{I�I�:R���i��i:USSi2:�r•5�::�f.SH`�I��tfA�'tl��lf.'t'HEH��1lti:pa:�l{�:�fl��':'�41ia H'�,��:,�t:l.•.:\. �t■n{■/Il,t■, It■i■■■I■NI■■■{a■a■■■1■1y■■1■i.lpa■NI■■ar.■1■■ail■N`■rH■rti■■ai■■r■■al.■a■NI■�p■■�I�Nt■■.1■■\t/U ,(:B��i���YH�µ,!_,fi■if\����,\��,�f�l■�����t����■����t�,l\��It��r�It��iF�tr!���I��\,I��i��i,�IN1�HY11,la'i{���R�1�1��,��i%��I,f:.�.iS. ��� ��� liii. ■u ro urn ... 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MISS _, ::>:��:5'>:.'�T:'S`•..`:S.:L�:a:�::SS::��::Y�'S�::Si:`.%C:.�L.'ST mom . r ® CO/Ot9lal b 31011 51,311 33 blgtall 51�11 Ng V 603,879,9696 ______---x----- ---------Zliiyz`X r --- - ------ - -- ----- ---- ---- ---- ----74"Baeement ----- ------------------ - -- ------ - �T - - r------------ ------- -- ------ ------------------------------- --e ; Ga r a e Full 2 x b stud wall ; 4"Concrete Slab nt w/frostwall 4' ; rp "Sio e for drainage blabmin.below gradep g rmesh and rebarGaily column _ discretion ; o I-0"dia,cone,pier 3 1/2"dia.Lally Column 3 6 x 3 6 x i 3' dp,ftg, — 3 i/2„dia.Lally Column (2 each) w/2'6"sq.x 13" Rig, 'g, O ; O 4/4#4 bot,ea,way n II 1 II � �, $1011 $'3-W, ro'2i/4" With 2 6 x 4 6 x l 3 dp.Footing (6 req'd) _ t 6,0 5'41/4u O ; Post �-- — ; u ; ; 3 1/2" dia,Lally Column LC � w I0 dia.concrete pier LVL Seam J (point load) ; ; ; h _ int load) ; ' ! tt i u , LL r t+'S ; O 2 6 eq,x 13 cip.Ft g, (See Framing LYl Se m , " �. Top of�dnt " O o O bottom 4'0"below grade plans) (See Framing plans) —_ = - ---- Ref.F-Q-)g_6 N ; (I req'd) L Splices located over x Cara a Finish 2 x 6 Kneewall l w � "g columns and staggered , ` n1 0 5/$ type-x - ' n cp on 10"cone,wall 0 0 4 (mm)Step down Into Garage on frostwall w/rooting A a yt o 1 0, gypsum wallboard .T m 20 minute Fire door(min,) n9 _ I e •a ; o _ on garage side-7 - - 4 below grade ; p -------------------- -- 6°W X 6"�? X 9"H n Shim beam wit steel = 10 Concrete Foundation: 4° _ r shims or hard brick " with dampprooFing I --------`— I h O h 0 = t min. Ta of Fdn (Step Footing) ; .• (2 Rec(d} �, , v ---------- ------ ------- 4— --I �- --------------------- Per. - Slab Stepdo(un Fl.(-)4'-9" - --- � �=� ---- ------------------------ 4" _ ---------- ----------- ;(3) �� ; ,+f 2x12 ; o ------------------------------ 4'1' 4'1' B,6n y1b11 ------------------------ ' I I 0 $IOn $!Oo 14'0" 12'O° I4'O" o 1(0'0It 40 0 56,011 L - 238 Foundation P1 an 3/ir-,, iv, Step Footing Notes; All dimensions to be Field verified and changes made accordingly. Verify window and door rough openings with manufacturer specifications, Under Blab Vapor Barrier to have b"(min,)overlapping joints. Concrete Blab Control Joint spacing,30 ft.(max,) Provide a minimum of 4 operable windows for every 1,500 sq.Ft. Garage area sq, f t , = 974 Site conditions shall determine the need for foundation drainage,Dampproofing shall be applied from top of footing to Finish grade, Basement area sq, f t . - S66 �� DraFting NN I6'33q° 22'SI/4„ 5(ofz ii 5Yz 5r8w 5'On 5rlg/4" 4'41/4" 10'ln I gw 3'0 '6/2' 5,0211 5"�" 60.3,8 79.9696 �-Deck> Poet 31b"X 3'6"csmnt 2'{}Yz°' — = u � u --- � vent„ � " in ... $ N 6'O EO s; 2'IIV2 X 5 5/2 Zero-clearance Past 2 x 2 direct vent Breakfast Kitchen ' wall Pan — Study fireplace AcWav�cebhetlaywl Q� X = a' r `Cl. m ii 05t I 1 Opt}on: 'pl Decorative — - p Pam i f a Column w/ --- 4'2" 4u 3'4" 3'bl/2" cl r N = y Nalf Wall - Pos 25 oat v p Post --40"-- / \q -- --BsO,r---- O IM m in (Chairrall,shadow boxes = "' X o _ _ _ —_ 4 dentil moulding p in living room only) - �• 16 3s/4w 14'O" Slzu 31an 14 2V/2"X 5'5W" 2'II'f2"X Vr,/2" Ope n 1� (�/ Dining �;i � el uP mil -v LI1' -i ng, p ii r I n I " 14R v a 2'liyz"X 5'SYz° 2'IIYx"X 5'S z" 2 4/z b Yz 4/z, crt 2'IIYz"X 5'S1'z" 2yll/s"X 5'5Yzn Poet Cl, 0 3'0" Tj 1 2 � _ 4,Ow SiCir 4r0,i 4i0w 6r0u 40„ 6i0n O" 4'0" (a'O" 410" 14'O° 12'0" 14'O° 16`0" 40'0" 56'0" * All dimensions to be field verified and changes made accordingly, p * verify Window and Door Rough Openings with Manufacturer 5peciftcatlons. L — 2 3 g F 1 r S t oar I� a n 3/16"=1'O" * Tempered Glazing shall be installed at all windows located near tube and whirpoole. AN glazing located closer than 18"to the floor. 0 �N' Smoke detectors per electrical code-locations to be verified per other L i v i n area $ f t . ° 1 ,540 When this drawing is 11 x 11,it Is the scale as Indicated. * Drawing print out date: 10/25/04 g a` C01017bl 5,2s/4" Situ 16i¢I/fin g,lu 14,3�/4u �6QMI/h N17�8T9 "603. 41 211L2"x 3'S1'2" 4}t „ _ _-- ----- __ - -" 0 9 a X 3512" 5'914'X 5'51`2" ---- ----- ?R 5' 1/„ QD O 2 4u half wall " 88 t�'1 s LTub - \ Sid r m #4 3 0 N b'O" 4`3�2° x h bb"van. - S o , _ Aa�eccsro O (0 ,2b 2 9'31/2" - --- 4'$1/2"L'1 4'blt4" 3'4n 3'bl/4° 2'2'an - M Sed r oom # I _ 2 0' Post z 5" Post O � ctl X b'O"SLIDING QQ O a 3,On .1-411 3'8° 3,10" 5,0" a = r Open to - o 2111/2"X 5'S13" 2111V X 5'S�:" Bedroom 02 Below - 8ed r oom #3 O x 2'11'/2"X 5`51`2" 2'li'/2"X 5'51'2" Past Post 2'1112'X 5'02" 2'111'2"X 5'5112" 1 Window f- - 2 5'-4"x b'4" 4'O" aloft4'O" 3V b'(O 3 g" 6,0, b ou 3.9.E b,b 3'(3" 140" 12'O" 14'0" 16'O° 40'O" Q 56'O°Sisae)ti d Floor Plan * All dimenslons to be field verified and changes made accordingly. * verify Window and Door Rough Openings with Manufacturer Specifications. Tempered Glazing shall be installed at all windows located near tubs and whirlpools. Any glazing located closer than 15"to the floor. {. V rig area $C�, f t . _ ,370 * Smoke detectors per electrical code-locations to be verified per other * When this drawing is 11 x IT,it is the scale as indicated. Open Foyer 1 Stair Area sq, Ft . = 110 (�✓��� * Drawind print out date 10/25/04 14,33J4, 9® t Qraftlrr<, NI-1 � � - - -- II- - - - -�� - — I - - - - - � 603,8 79,9696IL 1 � �I I IC1�=�II— �t r I 1 Q t 11 q I YOipu 14'0• I2,0" 40" j 238 � At I Floor Vel=pa, *fetal Drlp Edge --- ------------------------------ Ice d Water 5hteld , 1 / t 1 1 Q , 1 o z—f Compoefte RooFtng7 i I 1 / ' i I1 } i Ridge Vent(tV) m ,no , - k J J 1 J J\ i JJ JJ JJ ♦\ 1 I `t __________________/ ♦ 1 i 1 r JJ \\ _____ 1 °/12♦I — — — * All dimensions to be field verified and changes made accordingly, * Verify Window and Door Rough Openings with Manufacturer Specificatlons. � ry�a = �a� �� a� Va-•vo, * When this drawing Is H x 11,It Is the scale as indicated. L o * Drawing prK out date' 10/25/04 General Notes: Gons"atlon Materials: �t�nclation Plan: Maxt>n am Allowable G1e r�-s�r�� For Joists/Rafters indicates Smoke Detector location Doors vapor Barrier with Fi" (min.) over lapping Spruce-Plne-Fir Grade No.2 or better Exterior: Steel,U-.35, Sidelights - 12" Joints under concrete slab. All substitutions and/or deviations from Interior: Holiowcore Living Area(ex_c t elee�ing rooms): these plans are the responsibility of the Garage: (2) 9'0" x 8'O" Beam Pocket Shim beam with steel shims or Live Load 40 psf, Dead Load 15 per contractor. Contractors spectficattons take hard brick. The ends of wood beams shall 2 x 10 Q 16` O,C,= 15, -1 1/2' precedent over any information presented 1n replace- have a maintain 1/2" (min.) air space on top, these drawings, All dimensions are to be Zero-Clearance- gas-direct vent sides d end. Slee�ing f2ooms d attic: field verified by the contractor and any Live Load 30 per, Dead Load 15 per adjustments made accordingly. n!amtngs Spruce Pine Fir No, 2 or better Garage Fire Separation 5/8 inch(min,) Type 2 x 10 e 16' O,G,= 16'-8 1/2" Property Zoning, Dimensional Set Backs, Wail Stud Size : X gypsum board applied to the garage 2 x 8 9 16" O,C, = 13' -4 1/2" Septic Issues,etc., are the responsibility NH 2 x 6 e 16" O,G, side, of the owner, MA- let Floor 2 x (o o 16" o.e.(IF Walk-up) Attic lna�uture rooms) 2 x 4 10 16" o,c, (No Walkup) Basement ventilation: Install 4 (min,) Sliding Limited storage, LL 20 psf, Sleeping rooms shall have 8`0 (min.) Glazing 2nd FLoor 2 x 4 10 16" o,c, or Awning type windows for every 1500 sq, Dead Load 15 per d 4% (min,) ventilation, Ft, of Floor area, 2 x 10 Q 16" O,C,= IS' -T 1/2" Window Opn'g : Wall Stud Length, 2 x 8 1+ 16" O,C, = 15` 4 1/2" 5,1 sq, ft., 20"w x 24 high min: NH g Framing Plans: ' '� , Ist Floor: 92 5/8° (8'-I 118" ceiling) Roof: 3,3 sq. ft, 20"w x 24" in either 2nd Floor: 92 5/8" (8'-i 1/8" ceiling) Snow Load 40 per, Dead Load 15 per direction-MA Bearing 1 1/2" (min,)bearing on wood or metal, 2 x 10 a 16" O,C,= 15'- 4" 6111 not more than 44" above floor. Foundation Wails : Notches in the top or bottom of joists shall 2 x 8 16" O,C_= 13'-3" 10"Conc.wall,8'O"pour,10"dp x 20"w ft'g, not exceed Il6 depth/joist Exit Doors : 1-36" wide, others 2'S" wide Anchors: 1/2" Anchor Bolts o 6'-O.. O,C, No greater than 1/3 the depth/joist All structural materials shall be Vold of any Basement: Unheated Not be in the middle 1/3 span, deFects that may diminish their capacity to Smoke Detectors : St rwa : function In an adequate manner. Structural 1, In the Immediate vicinity of bedrooms, HQuse Wrap t Engineering or any other professional 2. In all bedrooms. Tyvek or Typar services that may be required shall be 3, In each story of a dwelling unit, Including Stairway Width : 36" clear width above rail, provided by others, basements and cellars, but not including Insulation : „ crawl spaces and uninhabitable attics: Floors: R19 over basement Riser=-1 3/4 (max,)Tread= 10 (min.)- NH 4, 1 for every 1200 so, ft. unit. R30 over garage Riser= S 1/4" (max) Tread= 9" (min,)- MA Windows located near tubs, whirlpools shall Ceilings: R30 have tempered glazing, Walls R-19 -2 x 6 walls Nosing Profile : 1 1/2" (max.) R-13-2 x 4 walls Abbreviations Headroom : 6'8" minimum- NH Cir. - Clearance Interior Wall Finish: 6'-6" minimun-MA Conc, - Concrete 1/2" Wallboard E Tape dia, - Diameter 5/5" type X - garage Guardr ta_I O� newt imitations dp - Dee prevent object 4" (max,)- NH El. - Elevation Roaf : 5" (max,) - MA Exp. - Expansion Underlayment: No, 15 Felt Ft, - Foot or Feet Gable Rakes: Flush Triangular space 9 riser d tread 6" dia (max.) Ft'g, - Footing Ridge vent: Roll h, - Net ht Soffit: 10" Handrails_- Having 34" min, E 38" max, height LVL - Lamiinated veneer Lumber Shingles: Composite Roofing Measured vertically from the nosing max, - Maximum Sheathin Handrail Gri Size min. Minimum. } " Circular cross 1 1/4" min, E 2" max, O,G, - On Center Exterior Wall: "1/16 OSB PSL - Parallel Strand Lumber Floor: 3/4" T 4 G Other shapes,perimeter: 4" min, 3 6 1/4" max, sq, - Square Floor under tile: 1/4" Wonderboard Cross-sectional: 2 1/4" max, sq, ft, - Square Feet underlayment TEG - Tongue & Groove Roof: 518" Plywood T.O,C, - Top of concrete T,Q,F, - Top of Foundation Shutters U,N,O. - Unless Noted Otherwise vinyl w, - Wide S_1,41" vinyl siding Plan: L-238 Cif) Windows Per Builder I� G0l40WIal A—F 53 ,Or4�ft1 Nl7` Apccount For 603,B 79,9696 -- I i.thiis Ma reins 6 #5 t . (3)1 3/4 x 11 V8 LYL a o Beam 03 Options I � Post p ` F U Leave In columns A 4 B (3)13/4 x II V8 LYL I" olum A"Column Dn "13"Cn Drr 2)Take out columns A 413 UlI2 x 53 No LYL works) - -D'Colu n "Column DnI 3) Take out column A only (3)13/4 x II 1/4 LVL y "#3 -� 1Y _ _ _ _ _ _ _ See Options oat o - - - �I Beam#4 options ( g �p rp Bn N 4 W Leave in columns D 4 G (3)13/4 x II 114 LYL I 0 See Options O 2a Take out columns D 4 G (4)13/4 x 14'LYL or (3)13/4 x i6'LYL a I I t p Bm#5 x (g)13f4xlIV8LY post - -- = = cost up up Joist hger 2 x 4 Bottom Plate 2 x 10 0 W oz. - - - S¢npson Cer harrier Floor Sheathtna 1-2 10 12'O.0 or equivalent All members are 2 x 10 10 b"O.C.(U.NAJ 2x Flog Joist L - 2 38 = F i rat F I no r F r a m i m d Ile'•iv Account For 2x Fire Blocking lumb drags 2-2 x 4 Top Plate this a Interior IntermediateRI'p--4I)n Floor-wall Connection2x Studs x T - _ __ IL(2)13/4 x'a 1/4 LYL "'2x Naller P poshInsulate comer I Poet j 4Dn'2x Plate—� 2-2 (2}13(4 x 5114 LYL or I It2 x 9 V4$PF 42 2x Plate Corner gaming Detail _I Up 4Dn t f All beam,post and header sizee to be calculated and/or engineered bg other * Alf dimenefons to be field verified and changes made accordingly. M * Framing Plans are shown For information and configuration only. All menbare are 2 x io fl: lb'O C.0.7 NAJ Actual Framing methods are the resporelbilfty of the installer. 8 I When thfe drauing Is 11 x 11,it is the scale as Indicated. - 238 ��C.47#1 d F I e7D r r 8 m i 11 d ire"•1'0"t Drawling print out date: lon5/04 �lraf tl A//./ 1/4"Shrinkage trap(nh,) 3/4"Sheathing v ' m J x Post Nden Wnq i)11 � LtlS Harqer Double8hear Strapping LVL Beam Wallboard 9nN2 tumadDn Flush Framed Seam I LVILJ cot Rafter 2 x 8 II II s ( urrp-an e clipBm i I up urned 1 E, Roof Rafter ascia Board Pont ' Post Da 2x Ceiling JoistT-41 Top comer of LVL vag be cut to offii ' Joist Hanger All nembers are 2 x 8 0 IS"O, ,(U,NA,) tzo J� clear roof plane wIth venting LVL Beam L 2 38 A t t f G Standard Soffit Concealed Soffit l5eam Hip Rafter Truce H RafterTreea See detail sheet s e detatl shee 0 Roof ShJIV thi Rafters5/4 x 6 Filler FasciasidingWall Fra Sheathing °y Standard Rake Detail 4 All beam,post and header sizes to be calculated and/or engineered by other 5'r" 5'6" 4 All di!nenalons to be field verified and changes made accordingly. All nenbero are 2 x IO I6'a c.C1 N Da 4 Fram Plans are shown for information and configuration only. Actual framing methods are the reeponsbllity of the installer. Ridge,Hip t valley Rafters are 2 x 12 Drawing this drawing Is t x 11,It is tins scale as indicated, L— 2 38 : op Q F r a m � n d I/a'•i'o'�% Drawing print out date-IOJ25/04 L/o/vn/a/ —- -—-— Continuous Baffled Ridge Vent (MJP1-e1%U7gA11-1 2 x 12 Ridge Board 2 X 6 Collar Ties 14 4`0"O.C. 603.973,9696 --- i^i Finish floor Simpson Strong-Tie Subfloor -- Reinforcing Angie -- - 12 L530(I each side) Header 9 RDA {_-----' Composite Roofing or equal Attic No,15 felt underiagment 5/8"�_ 2x1 Plywood 2 x 4 Ledger 2 x 8 na "O.C. 2 x 10 a�16"O C. r Attic R-301nsul. Star-stringer N - Fascia Board Handrail /Guardrail `4 2x105o14dFireBlocking !Lateral Bracing 10"Soffit -— rn with venting 30'-38"hl h = handrail(typ.) Bedroom #3 Bedroom #4 2 x 10 Solid Fire Blockln o Floor #Lateral Bracing 2 X 10 an 16"'Q.C. 36"high(mini Q _ Second 3/4'"TdG Sheathiwall 34 h min. Norizontai _®_ " ">">'> " Stair lat Guardra6 Csuardrall t° '6___===== Vinyl siding aZ 6.=.=..» Air Barrier FF----___- 2/xb6Q 16"OrV , Top Data I I _ CJ t Ud Rig Insulation �. t v t leg 1_R�= ----- pang _ r Yaror barrier V2' Wallboard � a—, Floor 4==' 2X10an16""OZ. p/ =J 3/4'TdG Sheathing Lally column cap s=- 5impsom LCC First 4=- Rt3 Insulation Lail I or equal _ column Lally bottom 4base pplate embedded _ 1n concrete slab x 10 Solid Fire Blacking - - A rox. F======_= d Lateral Bracincmj Finish ......... (3)13/4 x it 1/8 LYL ., Grade g==`-------- 3�/2"dia.LaII Column Lai 19 CO 1 U m n Da t a I '_ w 2'6'sq.x 1`3"cip.Ft'g. Foundation a f =- I: 10'Concrete Wall/8'O'Pour T s=' Basement w/dampproafing 10;=J 4'Concrete Slab Basemen - '�L w/vapor barrier beneath oConcrete Wall/d`O'Pour Perimeter drain(typ.) ----- s• _ - 4 All dimensions to be field verified and changes made accordingly. 4' erforated PVC e -14'0' 140 -p E o v Verffy Window and Door Rough Openings with Manufacturer Specifications. Q � When this drawing is ii x 11,It is the scale as indicated. 1 3� � j �� ii( � 1 ��G * Drawing print out date: 10/25/04 1/4"•I'O" Ridge vent 2 x 12 Ridge Board ,DraFtlnr, Nil 603,B 79.9696 t 2 x 6 Collar Ties an 4'0"O.C. 12 - - L- 238 tR) Sect Ion — 2 1/4"=l'O" 3� -- - 2x110VOL, At t to 5/8"Plywood v Fascia Board Simpson H2,5 _ IL1a ng er Clips each side 2x Fire Blocking 2 'o.c. loll with venting each joist g l - a � a <;-2x Floor Joist M Bedroom #1 U1. I .C, Exterior wall Floor 2 x 6 Ala 16"O.C. LVL enter Beam 2 x IO Q 16"O.C. 1/i6"O.S.B. Second. 3/4'T4G Sheathln <—wallboard wrap around --' Beam UL OL524 Gar age t_V1_. Beam m Fam i I y door 2x10012"O.C. 3/4"TfG sheathing First R-30 Insulation Ga r age (3)i 3/4"x tl l/8"LVL P Garage Finish'5/8"Type-X 3 1/2"dia.Lally Column `r wallboard on the'Garage side l`O'dla.Conc,Pier Approx. 2'6"sq.x 1'3'dp.Ft'g. Finish w Grade 10"Cone.Fdn, 20"W.x 10"d p,Ft'g. Slit 0 o m w/dampproofing (1)-2 x 6(PT,) Garage Garage Concrete Slab (1)-2 x 6(KW Approx. d i inlsh * All dimensions to be field verTled and changes made accordNly. Grads * Veri g window and Door Rough Openings with Manuracturer Specifications. # Tempered Glazing shall be installed at all windows located near o tubs and whirpools. Any glazing located closer than 18'to the Floor. 12'0" t_ _ 12`0" f * when this drawing 6 11 x il,it Is the scale as indicated. Il # Drawing print out date-1O/Z5/04