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HomeMy WebLinkAboutCHECKLISTS - 02-00044 - 860 S 5th W - 6-Plex,%g R M3 46 Date aPPA, KIW W1 rZ a a a f ors *tee i 1ST Building Permit Number: Project: ;J Job Address: C) S S� � The following commends based on the 1998 edition of the lnternatior�al one and Two FamilyDwellingCoc�e should be resc�Ived before an vccuoancv perr�it is issue. Thi� c�r�e��ion ��s� i� n�� T�� a FirR.M t�l���]� permit. approval of plans and s�e�if��tlons does nat permit the violation of any section of the International One and Two Family Dwelling Code or any federal, Stateor local regulations. 6 May 02 t *W ki B�semen� plate properly fastened to slab) treated or redwood slM . 0 Stair Opening (as per plan & properly supported with hangers or walls) width -35 min. &headroom- -6'-8") ., run- min.., varix 3/8" max, � �` Stairs (check rise. 7 314" max Wall Layout (as per plans) 2x4-16" O.Cr. 12' Exterior Bearing Wall Stud Spacing -walls cagyingof load only'one floor &root - 2x4191 max, 16"0.CA 2x4 -24"o. c. 10' max,- 2 0 . c 18' max A X 10'max., two floors & rOOf:" 2x4-12" max 10" (F602.3.2.(1-3)) - If 11 Interior Wall Stud Spacing (load bearing is same as extehor),.2.4 o.c. max.) -: rpm Double Top Plate (joints lapped min.. 41) Single Top. Plate (direct bearing & adeq uately-Ijoints}�A..� ied at Ift; ft_t nrin ?r;o/n ry ;;y ) Boring 40% max, 5T8"' min. to edges (60% rf doubled) t I t64 qkw_f ���7ALlU IAUL%..O Bearing 1111a11 Window and Door Headers Nailin (edge /ends) (check T 602.1 & 602.7.2) -Fire Blocking ( roof space line at wall, concealed spaces & at studs over 1 0') - . f rewall Renetrat�c�ns - elec. boxes raitd, duc#s Firewalls (between duplexes & garagelhome) 26 gauge &not open to garage, door' -20 minute rated min. every 25 3 -story - 40% of wall on first story and 225%of 2nd and 3rd } - ` ' -' �` Wall Bracing done story Roof -I- Z wind} :and UIrft load for tie downs 0 m.p,h Truss de�aiis (3�#snow load and - 8 L//Roof Trusses (spaced and braced as per manufacturer) -..�-. .: - .:. - --.. _ . Rafter and'Truss Tae -Dawns and hangers (as per detail. sheet), - - LA P_ �l6thdepth nor jonger 113rd the depth Ra.. fters (11 1/2"' bearing, check layout and size as per plans Notches max.. not w/in 2.$of edge. or notch. o 1, /4 Aepth, 'Holes 1�3�d r in middle 1/3'�.L of span Ends= -. Rafters Lateral. Support (block at beadng. when -exceeding 5 fio I rule. (2x12} : s .. .__ ..._. /Ceiling Joists 41ayout & size as pier plans) - ` _ v� Shea�hinnPIy�vood & Bvard N("H„ clips wl 7!'i 0"), edges -6 O.C.,Field-12" o.c- .. -- �fic Access -rid= �2" 3Q" ry in access where dear height > 30") . ., 1 "6"Mm Roof Ventilation (standard .'ll'i 50 or 11300 if 50- 80% is 3' .a w. .-Ma bove eaves). Y_4 El ,�N 19 F ,mMmING CHF:CKI 1ST Building Permit Number: Project: C Job Address: iii mdEd6L The following comments bsed an thin 1 998 ecAi�lon urine Intern ill should be resolved before an occupancypermit is �s ��ianal �r�e d �"wa Family D�vellfng permit. The ap������ o� pans and specifications does�u�d. 0 This correctl4n list is nab a builc�ing Cnterr�ational C�r�e and Two I�atniiy DwflinCode. � °� Permit the violation of any section of the D May o2 local h �_ �� a�ry ,�uu�-ai, state a�- regula#pans. 1 .1, n 7�u 13 al L-1 3 71 kb r. L7 lhq 14 26 13 —1 a E.vdenor ��Concrete Slabs (3 1/2 MENE&OPMEEft- min. thickness xten'o & 4"gravel base min.) VVa P p t�. c. al edges & 1 2 0. c. in field) Adequateup[i� control at floor lige (sheathing or I Y:2 X 36" straps 4' o. c, muds Il studs) Seismic nod -dawns at garage corners <4Y wide J��' FoundatianWa#er-proofing (check to see if complete) - . . Crawl space ventilation I sf per 150sf W/,Va a por bamer 1 sf per 1 50 ripple Walls (braced Os� within- 3' of corner or as malls Iover 14",under 14" they must be • Lo__�Mud Sill (bolts in Proper location, -nuts fightened. p�'essur�: r Horb --- M_%�at -wall and gaPs grouted or shimmed) or re Iflu solidly sheathed dwvvd, joins blocked or under stud "e.."Floor Sheathing and nailing iyp. 3/411 T&G '6 fln edges & 12" in field) -pe . - - . rpendicular to joist � - ist Spacing and Size has per plans)- -.- - _ . : - -:: ��earing(I-1/2 min.) & LaPpina min. ..0 where joist's lap over wall or beam).. , : , . - ....... N arching {depth --'I./5 max. ~ : ... ...:. , - Le�th. 1/3 depth max. n t o. in middle 113, ends- 1/4 depth max. T`J__I-NO :... ., '`Boring ( /3 "d)% ax, >2" of to..- _. p, 0 b Om or another hole or notch) TJX see c art N�` Gan#ileVers- �fo� Cking, reinforceme,nt �sP.an ands acin as per plans., - .._ Plumbing, Elecffica) and HV� (c#�eck notching, Gufting and boring of joins} 40 Jaists Under load Bearing Par#itions (shall k�e'doubled as'per Section .. the joists .502.3.3', if ��umbing' shall be blocked 41 o. c.) space needed w._. k..7irders ana Be ams has per plans, nalied or mechanically connected to' -frame and pyoper Le"anng)- Header Joists (doubled if over, 4') Muf#iple Joists carrying heade rs shall be daubed or tripled veoe,ioi I S H.._ .....angerscheck ( location & nailed prope�y) _ - :.. 1. Draft Stop f( Itid.or ' - - - . -- q Vovf=_rinnnc-nfZf unusable space -at floor/ceiling) -�Duct Supports me I -------- 10' spacing & Flexible 4 max -sag in 4; )'.-. . ,Clothes Dryer Ductssolid metai ducts, no screws exten VoDuc# ins u)atrvn (rnsuf. in non cond. space ding into duct & vent directly to Obtside) May. 6, 02 e —1 a E.vdenor ��Concrete Slabs (3 1/2 MENE&OPMEEft- min. thickness xten'o & 4"gravel base min.) VVa P p t�. c. al edges & 1 2 0. c. in field) Adequateup[i� control at floor lige (sheathing or I Y:2 X 36" straps 4' o. c, muds Il studs) Seismic nod -dawns at garage corners <4Y wide J��' FoundatianWa#er-proofing (check to see if complete) - . . Crawl space ventilation I sf per 150sf W/,Va a por bamer 1 sf per 1 50 ripple Walls (braced Os� within- 3' of corner or as malls Iover 14",under 14" they must be • Lo__�Mud Sill (bolts in Proper location, -nuts fightened. p�'essur�: r Horb --- M_%�at -wall and gaPs grouted or shimmed) or re Iflu solidly sheathed dwvvd, joins blocked or under stud "e.."Floor Sheathing and nailing iyp. 3/411 T&G '6 fln edges & 12" in field) -pe . - - . rpendicular to joist � - ist Spacing and Size has per plans)- -.- - _ . : - -:: ��earing(I-1/2 min.) & LaPpina min. ..0 where joist's lap over wall or beam).. , : , . - ....... N arching {depth --'I./5 max. ~ : ... ...:. , - Le�th. 1/3 depth max. n t o. in middle 113, ends- 1/4 depth max. T`J__I-NO :... ., '`Boring ( /3 "d)% ax, >2" of to..- _. p, 0 b Om or another hole or notch) TJX see c art N�` Gan#ileVers- �fo� Cking, reinforceme,nt �sP.an ands acin as per plans., - .._ Plumbing, Elecffica) and HV� (c#�eck notching, Gufting and boring of joins} 40 Jaists Under load Bearing Par#itions (shall k�e'doubled as'per Section .. the joists .502.3.3', if ��umbing' shall be blocked 41 o. c.) space needed w._. k..7irders ana Be ams has per plans, nalied or mechanically connected to' -frame and pyoper Le"anng)- Header Joists (doubled if over, 4') Muf#iple Joists carrying heade rs shall be daubed or tripled veoe,ioi I S H.._ .....angerscheck ( location & nailed prope�y) _ - :.. 1. Draft Stop f( Itid.or ' - - - . -- q Vovf=_rinnnc-nfZf unusable space -at floor/ceiling) -�Duct Supports me I -------- 10' spacing & Flexible 4 max -sag in 4; )'.-. . ,Clothes Dryer Ductssolid metai ducts, no screws exten VoDuc# ins u)atrvn (rnsuf. in non cond. space ding into duct & vent directly to Obtside) May. 6, 02 �asement Walls (pressure treated or redwood sill plate properly fastened to slab) Stair Opening (as per plan & properly supported with hangers or wails� . 1� Stairs (check rise- 7 3/4" max., run- 10" min., vari.- 3/811 max, width -3 UOOO �VA J wall Layout (as per plans) -+yin, & head roorn-_'-'� Exterior Bearing Wall Stud Spacing walls carrvinq roof load only: 2x4-16;1 o.c. 12' max .... 2x4-24" o.c. 10' max,- 2x6-16" o.c. 18' marc - 2x6-24" o.c. 16' max, one floor & roof: -2x4 16" O.C. 10' max., two floors& roof:.2x4-12 max 10' (F602.3.2.(1-3)) ntenvr Wall S#ud Sp�cin� �Ic�ad bearing is same as exterior}, 24" o.c. max.} . Ge'0 Double Tap plate (joints lapped. min. 4'} AJA Single Top Plate (direct beadng..& adequately tied at joints). ,Stud NotcningADeliMy 25% mac.) Borin 40% max, 5181, min. to edges (60% if doubled) Barin Wail W'indow and Door Headers Nailin hedge lends) (check T 602.7 & 602.7-2) - 9 �- kings ace line a� waj�, cvnceaied spaces & at studs r..1Fire Bloc � _ dup�e�e� & garag�lhome) , firewallwal� penetra�ions - eiec. boxes- rated, ducts0_Firewalls (between 25 gauge & nod open to garage, door —�� minute raked min. -. - 40°l0 of wall on first story and 25% o� 2nZ. d c�flt� ���) - - - Miall Bracing done story eves �5 , 3 -story Truss details (35# snow load and 80 mph winds);and Ro u lift load for tied awns : �:._: &,o�Roof Trusses (spaced and braced as per manufacturer} Rafter and. Truss Tie -Dawns and handers has per detail sheet) _. ��e asperplans Notches �Idepihnor longer 1 13"' the depth afters �'t 112"bearing, check layout and s� f� � � or notch r° of s an Ends 114m depth, Holes 'I I3. depth max. not wlin �°' of ed . or in middle 1.13. A A Rapiers Latera! S uppoft (blockat bearing when -exceeding 5 tol rine (2xl 2) . �Ceiling joists (layout & size as per plans) Roof Sheathing PiywoO d 4 •. �. fyi �. "I d & Chip Board Nailing ("H" clips w/ 7116°), edges -6" o.c., field -12" o.c. Aftic access (provide 22" x 30" resin_ access ►ruhere clear height.> 3t�"} ...0- Roof Ventilation (standardl 1150 or. 1/300 if 50 - 80°/9 is -.3 -above ewes) 'May 6,- 02 i. - IL FINAI INS CT rIIU W boom qWMOW M W B uIldin9 P ermitNumber.: 0 l_0 Project: J AGK Job Address* C7:7 �ZD v� The following comments based on the 1998 editton of the InternatiOnal OnL=and shoud be resolved before an accupermIt T�X Family Dwelling permit. The approval of plansadp��nc� This correction list is not a buildIng�cations does not permit the v�o0, d Tw-o Fam-i'lliv Dwefat- Intemationalon of any section of ther�a�e�r ani federal. s��t� or loca� ion. C-11 0,004 6 1 .r 9 IF •r� go .2 w rs 16 IN IF I � k. al & 11 iIP ■ I �- i I1y5 a F R Ni fm r _ ' i F ic- N IV or k. k.;Iq -F ok IN No d ��Hvuse Numbers Grade (yard is sloped away from foundation) 1q----.8idewa1k & Landsc MMO f� � _p � v��c�e �� 5 of granular borrow �Frvnt Setback Coltr^7��min Qr2en Wind (hil! 12°)) --7' ! S strip awe - Covers and Screens (shall be reteasahipn, 0P'--.Wjnduw Wells min. 24 Exterior Steps (7 3 --------...,. from tne inslide fir egress "dear bout and above) weld 14 "max. rise & 10" min. tread) AILStairway Handrails 3 or r�v�-e risers or aver 3n" (<4,,�paUing of uprights) Guardrails (provide rf over 3011above flOor/grade & 4" mac sphere spacing for upri htv--3)� 9 01 lu„"y5 t00�� x 36 " min., t red. at the tap of the stair if a door dop..q nit �►h.1M,� W0010" 1. ThrashnlriQ 1 -1 /o,, �--_ HSA. doove floor or landing (7 314" max if �. 0 � TO e ' � UVVL) U 1 Roofing installedIDS ks; k Masonry �iinte�s asper tablen� U0 , 7. Roof Ven filation has per plans} door does not swing over landing) C'd— wf '[I " z1f 1 1- CO-tacj- of concrete 1 - e�'ly and roofing as per pians} Chimnev f �i nr Hn tq# any poion within ,n ahnwe �yA= �i.0 %ir � �K +� MINSKID;= LO/1, resp Doors (all egress d(or� m1�fit l�c� nE-.Ea 4.�-- - - - - . , .��-° ��- ��►� �� u��n rr�m rnsrde without use of keys or foots} ��atety Glazing provided in all doors, within 9d.1° [�'F �nnr--- ,.�.. bu sq. ft. and bottom edge fess than 1811 and top edge grey#er than 36" abovefloor)flwhen paned is over 9 �` Fireplaces & Hearth Extensions masonry (built as per plans) Bathroom Ventilation (either o era�a�e window ndQv�r or fan that vents directly to outside} Sinks, Bathtubs and Showers(check for caulking, operation and beaks) S#.wyw i rn r�..�Fi�rr /rpt �..aLa .� �.-.r. aaI� �Riro'��i �i�iia��a�� k�►PirrL�.� � CIL EuN c1iiu Istairs (7 314"max. riser,, 10"' min. tread, (nosing 3/4"to 1 114 11 with solid risers) Handrails Continuous (3411 t0 38 triar���iar space 6" sphere ma; 1 112" min. to wall, and gfjp 1 11411 to 2" dig. UprjQhtSpagLng < 4 Guardrails 36" high and cantinuQus, spacing, Irian u��r s acs: 6" sphe Req'd 30 " or more above grade or floor(, uprights 4 '' sphere max re mix spacing) "��arage (operation of doors, firewail penetrations and electrical boxes, door to house 20 min. ra#ed, dui#s Penetrating firewall must be 26 gauge min. & nit open to garage} Width and ��height, 5.7 sf min. opening with 44" max. sill heiaht} Earess Windaws(clear 20" v �Smoke Detectors (in each sleeping room outside in immediate vicinity and on eachstory/basennent- I upper floor --alt interconnected without a disconnecting swatch) s �ftlevels (w/o doors), only on P� Foam plastoic (meets requirement of 'Section 317) ws over �' with ilex water conn. shad be anchored or strapped to building) `''�Wat+er Neater Anchorage �� r Vent (check air flow with return in finished basement) �jlLlater Heate Dryer �uc�s �sv�id meiai ducts, no screws in duct & vent direetly to outside} cIvthes u ort�d 10' min spacing & non meta] as per manus. installation instr.) Duct Supports (metal ducts s pp NON" --- W� Duct Insulation educt in non conditioned areas shall be insulated) .�SuPpOrtsacin 101 for up to 3141", 121 for over '4" and 6° for tubing up tO '� 1/2" Gas Line �� -R i� -NOME S IDENTI A I j CII KI -JI PLAN-,. IS Building Permit Number Project: Job Address: Zoning: I Irlo S Number of Stories: I Floor Area: a'c �c�A ti!o yZ4� — 10leg ilZ4� Description io v t*0uSCWdls Valuation: Permit Fee: Plan Check Fee: zle-n The followIng,comments based on the 1998 edi#��n of the .International One and Two Fain,j issued.should be resolved before a building permit is issued. This correction dist is not a buildin � y Divelling 'ode of plans and specifications does not permit the violation of any section of the Intemationalg�rm1�. Thi aproval Dwelling Code �r any federal, state of, local regulations. One and Two Family r � . ` ' � '� _ _ � ' '� .. s � 111 r E •,� • ' q v u . � ...... +� .�:? I'° r . ` t �a�� i� � � I. PLAN CHECK A. Plans To Scale /Plot Plan 'e,Le�ible%r-O Y�,�'lood Plain 'Floor 1 Foundation Plan Section showing construction details vepo�All Building Elevations 'Design Critena (shall be iffidentified on plans asVinp.h., Sno 351b. upl�ft load �� �'s &Oeeo� Truss Calculation Sheets �Floor Joist Details . B. Zoning (check one - in some cases LDR2 and MDR may apply) _LDR LDR I C. Use Single FamilyuplexD(LDRl onlq -Conditional use D. Lot Area (LDR2 & MDR. not coveted), ersgft) nnit? �,u tkXps�j -I,ot area —LDR- 12, 000 sq. ft. min. & LDR I - 8,000 sq. 8, min.(LDR1 duplex- 10,000 sq. ft. min.) E. Lot Minimum WidthLD(R2 & MDR not covered) Lot"Width (LDR 80 ft. min. & LDRI 60 ft. min.) F. Set Backs (taken from eaves _Front set back (32 ft. from curb) _Note: 70% min of front yard green _Rear set back (LDR 25 ft. & LDRI 20 ft.) S'des set basks (617 for eery ft. of buildix�� he��ht nth7.5' min., & I - 6' niin.) Building -Height ��aximum 30 ft_) '� ■I : ii — � a 1� 1 II IN _i Al d li T �i w I a i . w : Is yr � I ■ *i i ic � ■ a EkT IN r r L.- 7M,- lift 3d 'an 1a L i MEQ ■ ■ w — � rt 1 1!r y i e- mok; �Cll. 11.0 dim 'ML .4 - ++ :alb! I Q 99 ot of, I 06_ 'd id • �V '■ I is I c fi Go IN 7 moi_ � �d ■ i_ lift 3d 'an 1a L i MEQ ■ ■ w — � rt 1 1!r y i e- mok; �Cll. 11.0 dim 'ML .4 - ++ :alb! I Q 99 ot of, I 06_ 'd id • �V '■ I is I c fi Go IN 7 moi_ � G. Footings Proper Size (asper Table 4�3 .1.1, use 15 a0 psf unless soil e is known, Table 4 0 1. 4. 1 for said bean-ng- Rebar (244 continuous) ✓ � birder Support Footings (size as per Table 502.3.4(2)) Footing Depth (3'6" below finished grade) r/ H. Foundation �Foundation d �va�l� vel �eba��(Sec��on 4Q4. I.4 � Table 404. � .1(2) anaxdinance) A Foundation Drainage (foundations. on sift sail shall be designed per Section 4�51} aterpraofing has per section 40u) 00'0�Crawl Space Ventilation ( I sq_ ft. per required) - with moisture barmier I so. ft. 150 -sq. ft. ger 1500 s Seismic Hold Downs for garage door, wa11s ��' Grading (all yards shall nope awayfromFA house) Nfk [7�7;nra _ IV ww�jlthin 3' of each corner - gents an one side not r r �il�.sv w �V ��l� u1ca�- norizontat and vertieadimensions of 24!' Min.) '000 ConUete Floors (shall be 31/2" thick 2:500ps'. cvnc�et� vn r�� 411 minimum gravel base) L Frame �Floors (cileekload bearing capacity ofJ'os#s as perSection 5a2} . � Joists Under Load BearinPartit'� ions (shall be doubled as per Section 502.-3.-'--1') °Header Joists (shall be doubled if over 4' Nlk- Multi Ie Joist Openings P00'sts which c arry headers shall be doubled or tripled etc. N R Girders (shall be designed as per Table 502.3.4(1)) �d Cantilevers (check for blocking reinforcement, and span on drawings) 'Floor Sheathing (check joist span as per Tables 5 03. 1, 5 032. 1. 1 (]) & 503 2,1_1(2)) Exterior Wall (design as per tables 602.3.2(l), 602.3.2(2) & 602.3.2(.-3)) V 11 F A R b T.. 7fF IF 4 ■ 30 `r N •r ra Ir L Fd + IN �-1 h a I IN lk! +F w A6 lb 0 a Q =I= MIN } I 1,r ■06= T. +_ m F � F a J � i TSK i a� .+r I F h . IRS I IF� �� � �� � �+ IN r - R1 7. L a- 91 IN V lir 91 W Lab- +11 lip %we.- FIN r � `' PWIt lb IF I ■ u -r * r it a I WL bw INN I _ ■■ ` t ■ . I p , : IrFIN ar Ilk in jr Ed illifIL-1A Ig �FQ ■� _ Rip WAIF 9L 0 NPI 31 W _ ■' PLM + ML JIM ;Iqoo P 'L � a IN i ■ �r + J F a + kip V- �i� �L4�� �e�ir�g WdIIs (design as per Seetiax 6023.2) ��OatlIl� WflIl YVIIldOtU Ana DOOI KQAj2i'9 (design as per Tabtes 602.E & 60-2.7-2) N � Fire Blocking (as' per Section 602.8) Wall Bracing (as per Section 602.10) Rafters (check load bearing capacity and 5:1 rule for rafters as per Section 802.4.3) �' Ceiling Joists... load bear' cap. (Sec. 802.4.2) and 5:1 Bloc (Section 802.7.1 ) ,Roof Trusses (des according to Section' - 802. 9 and braced as per manufacturer o"e'Rafter and Truss Hold -Downs (designed according to Section 802. 1 0 or truss manufacturer� J�Roof Sheaihing has per Section 803} �Attic Access (provide 2211 x 3011 min. access where aftic clear height exceeds 3D" I Exterior Covering Siding (as per Table 703.4) "---Brick or Stone Veneer has per .Table 703.4.E. K Roof Cover�ngentilato and V ion Roof Ventilation (as per -Section 806) ''Asphalt ShinglesSlateQ6 Cr Sh.ngIV.;Z,Metal ;5 Clay, Tide or Concrete, _Wood, -Wood Shakes L. Fireplace MasanryFireplace (design and remfOFcement as per Section 100,)) chimney Ternvnatlan,(,]31 above roof and min. of 2' hl* gh�� than any ion W1, n 10', �" Fireplace Footings (1?„ thick min. &must extend past foundation 6 M. Firewalls `Garage (a one-hour fire -resistive separation between garage &house} Darr from Garage to House ( I 3i4" solid wood exterior metal or 20 min. rated fire door required) �Two Family Dwelling Separation ( I hr.. firewall & see Section 32 .i wrw� ■. {r, ra ■•rlrmr 1. 16 w �r ■ 44 ■ 17 II ■ e 91, w i d IF 1 IA ■ F e 191 F 06 LIF w a IL p m11 r. m 1 -10 hp 1 r 1 r r ■ .. i ir 1 ,y l.M '.%.A �ft lot? .■ r, I * i r F06 pi hz R. M a H _ T J L F44 vq f i A~ x i cc LI r A f =' _cm1 +y,is i ire I R IF F—k IL F IF ■ .•. tom' � ' gr1 wei a Cjh L 1 1 ■ 1 r �• r pu 1� 1 :F m A %LW& JIM 4. IN 1 1 r 11� A IL i • L A All- v I m F b 1 A 0 x F T.■ *2, e 1 ' _ � ad -% L # � TTI * � I A � K w d ■ r, + 16 w �r ■ 44 ■ 17 II ■ e 91, w i d IF 1 IA ■ F e 191 F 06 LIF w a IL p m11 r. m 1 -10 hp 1 r 1 r r ■ .. i ir 1 ,y l.M '.%.A �ft lot? .■ r, I * i r F06 pi hz R. M a H _ T J L F44 vq f i A~ x i cc LI r A f =' _cm1 +y,is i ire I R IF F—k IL F IF ■ .•. tom' � ' gr1 wei a Cjh L 1 1 ■ 1 r �• r pu 1� 1 :F m A %LW& JIM 4. IN 1 1 r 11� A IL i • L A All- v I m F b 1 A 0 x F T.■ *2, e 1 ' _ � ad -% L # � TTI * � I A � K w d � I N. General Requirements we �_r I H_ Ouse Number's 0/ L�i ght and Ventilati*on(design as per Section.' ) 0.) lo-k_� �Minimum Room Areas done roam at least I54 sf other rnin. and habitable rooms except kitchens shall have wer Aq 14 6 habitable grooms min. of 74 sf, kitchen 50 sf min. dimension of 7 ftp voro�w at H�.zardvus �ocat�ons Section 30 8.3 3�5.4) s� ✓Window Egress (Section 3 14 �Exit Roar (one- exit door mush be 3 G" wide) (Section 3 111 �L,andings (a min. 3' x Ylanding required at each side of egress doors WI th thresholds not more than 1 1/2" higher than landing) wo"'O�Stair Rise 1 Run (7 3i4" mai. rise &I 0' min. dread.} Stair Width(36" min(�r g►' min.) Handrails 34"ta 3��" above sta7r �a Staiar�vay Headroom � nosing) Landings Amin. 3' x handing required at bottom of stairs- No req. at fop if dour D/N swing oveir stain Sta�.z-�av p�-atect�on �enc�osed accessible space under stairs shall be covered with rVW�,l1� � Guardra��s 36"30"� h�xght, n�.anda�ory at drop or .a or more risers and 4" sphere must not pass through) Smoke Defectors beach bedroom and common area and one an each 1 eve]) Mechanical Venti�ating Systems din batbrooms'Jarlaundry rooms ani. sirnrooms °k Itchen (every dwelling, unit should beprovided withw a kitchen area equxplPed �vjth a kitchen sink) �BathraaM (.dwelling units shall have a batIffoom with a water closet lavatm and hathtub/showel) 10 7.;r