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1--"I <br />APPROVED CAR?3GN <br />MONOXIDE ALARM <br />UL20B4 <br />�® EXISTING <br />tlovGARAGE <br />6D BASEMENT <br />STORAGE <br />SMOKE 4 CO ALARMS <br />UJ/ BATTERY BACK-UP, <br />HARDWIRED AND <br />INTERCONNECTED <br />CYF'FESS STONE <br />RETAINING WALL <br />BLOCG. S'iSTEM <br />SEE 5PEET a <br />13'-0"+/- <br />'-0" +/- FACE OF EXIST <br />23'-0" NEW 55MT FDN <br />NEW 55MT FDN <br />CONC Sl AE3/1BSMT CLG <br />SEE DETAIL 1/61 <br />FT x =3 F=T CLP CON CLG OPNG SEE DET 1/91 <br />WITH MIN 4 INCH HT L IF ONTO YARD A50VE <br />PREFAB METAL COVERINGS BY OTHERS <br />TYP TO BE DESIGNED WITH MIN 600 PER SQ FT <br />1 WALKA5LE ME.TAL COVERINGS <br />12" MAX LID HEIGHT 95V BTM OF CONC LIP <br />SHOP DI,1S TO 5 PROVIDED ON SITE <br />s � <br />0 TYP I CA <br />a <br />FIN FLR SLA5 <br />TO MATCH EXIST I TYP <br />x <br />-GfP,Ea Du>J —1 S1� <br />SILL IfIT AT 44 INCHES <br />MAk ABV FIN FLR <br />3V <br />L <br />L <br />? <br />4 0 <br />STORAGE AND <br />ACCESS TO EXISTING <br />GARAGE BASEMENT <br />AND NEW 55MT <br />SLOP'; CONC SLAB <br />e 1/4 NCI4 rf'ER 1�:T <br />AWAY FF�OM STRUCTURE <br />3 <br />TYP <br />142 <br />5� <br />TYF <br />LSTHDORJ <br />TYP <br />S5 <br />TYP 3 <br />S4 <br />n, <br />TYP r <br />h®—® <br />I � I <br />o l <br />L__- <br />4x( C�F2 <br />TYF <br />L� TYF <br />23'-0" NEW 56MT FDN <br />3V-0"+/- NEW 5A,5EMENT FOUNDATION <br />LOCATE STAIRS ALIGN WITH EXISTING, STAIRS <br />AND PROVIDE A ro'-V MIN HEADROOM CLR <br />AND A 36" MINIMUM WIDTH <br />SEE TYPICAL STAIR DETAILS <br />4 SECTION DIAGRAM BELOW <br />SECTION OF EXIST FLR TO REMOVE PROVIDE 2x4 <br />TO ACCOMMODATE NEW STAIRS STUD WALL <br />F'No-O&G-o 'Srmw''s 3'-4 AT STRINGER <br />$ Vy - vc ���� MID SPAN <br />� 34�," MIN <br />�� volt, s s L � w cr71D o" �b I v <br />7-dowAUA <br />2xa HP2 a 16" O.C. — <br />FLIR JOIST AT <br />NEW STAIR LANDING <br />TYPE 'X' GW5 <br />7 VIIj p,bIAT STAIRS UNDER SIDE <br />TTF <br />H ,i? <br />�I <br />� N <br />® _1 24 24 <br />(ox(o DF2 <br />�C®L%,) <br />S9 <br />(l:)) 1 <br />3�_ao <br />ti—UP <br />-------------- <br />NEW BR'G WALL TO <br />z ACCOMMODATE <br />EXISTING FLU <br />0 - k <br />IL 0 L - MAO CONTINUOUS <br />~ THICKEN SLAB FTG <br />N z 2� WITH (2) 04 <br />x CONTINUOUS REBAR <br />LL <br />w� <br />24 24 24 24 <br />2� PT l x(o HF2 W/ <br />AiE3UJ(o(oz 5" DIA x 9" <br />z <br />J-5®LT AT TM <br />o w <br />2 NC FTG <br />0 <br />UJ/ 3 ACl I�JA� <br />L a <br />SEE DT 10/55 <br />z <br />(TYP UNO) <br />BASEMENT STORAGE ONLY I U- <br />L STHDE,fRJ <br />L STHDaRJ <br />— REFLACEFID NEW TALL. PT POST <br />ON AN ALL NEW SPF AD FT(�;S <br />TO ACCOMMODATE NEW E35MT HT <br />35'-0"+/- NEW 5,45EMENT FOUNDATION <br />EXISTIN6,5TAIR5 TO REMAIN <br />SECTION OF EXIST FLR T0\ <br />MOVE TO ACCOMMODATE \ <br />NEW 5SMT STAIRS <br />n---- ,T----,IT--- T----,T--- <br />ll [if H II 11 it II <br />-- ------J---- a--- '!----u---- a-11 <br />-- <br />NEW STARS <br />SEE DETAIL <br />SECTION OF NEW <br />L.STHDaRJ <br />G) <br />rzll <br />; W <br />SECTION I <br />T NEW E36MT STAIRS <br />