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EXISTING PARTIAL FLOOR FRAMING PLAN <br />SCALE 1/4" =1'-0" <br />STRUCTURAL LEGENDS: <br />INDICATES (E) 2X DECK JOISTS (V.I.F.) <br />SEE ARCHITECTURAL PLANS FOR FULL SIZE DIMENSION & ELEVATION <br />STRUCTURAL NOTES/ CONSTRUCTION PROCEDURE <br />INDICATES SCOPE OF WORK AREAS <br />INDICATES DETAIL REFERENCES. <br />1.CONTRACTOR TO VERIFY ALL DIMENSIONS AN (E) CONDITIONS. IF <br />DIFFERS FROM SHOWN CONDITIONS ON PLANS, NOTIFY ENGINEER <br />OF RECORD. <br />2.CONTRACTOR TO FIELD VERIFY EXTENT OF DAMAGES TO <br />JOISTS/SHEATHING/BLKG/BEAMS AND STAIR LANDING INFORM OF <br />ANY DAMAGES. INSPECT ALL STRUCTURAL MEMBERS SUCH AS <br />SHEATHING, F.J., BLOCKING, RAILING, WALL ETC. ALL DAMAGED <br />MEMBERS TO BE REPAIRED AS FOLLOWS: <br />A.ANY DECK JOISTS THAT ARE DAMAGED, MUST BE REINFORCED <br />WITH SISTER JOISTS AS SHOWN PER DETAIL 1/S-2. <br />B.INSTALL NEW SHEATHING STRUCT-1 W/ 10D NAILS @ 4:6:8 B.N. <br />THICKNESS OF (N) SHEATHING MUST MATCH (E) SHEATHING. <br />4. ALL RUSTED SPOTS ON (E) RAILING/STRINGERS MUST BE FIXED <br />AND RECOATED WITH ANTIRUST PAINT. <br />5. ALL FINISHING MATERIALS TO MATCH EXISTING. <br />6. ALL CRACKS MUST BE REPAIRED/SEALED AND RECOATED. <br />7.ANY NOTCH OR RIPPING IT MUST MATCH EXISTING CONDITION <br />AND SIZE WHERE OCCUR. <br />8.THE RAILING HEIGHT MUST BE 42" HIGH PER CURRENT BUILDING <br />CODE. IF THE RAILING HEIGHT IS LESS THAN 42" THEN IT IS <br />RECOMMENDED TO INCREASE THE HEIGHT TO MEET THE <br />CURRENT CODE REQUIREMENT. HOWEVER, PER SB721 THE <br />RAILING HEIGHT DOES NOT NEED TO BE INCREASED IF IT WILL <br />REMAIN SAME WITH NO REPLACEMENT. INCASE IF REPLACING <br />EXISTING RAILING WITH NEW THEN YOU MUST BUILD IT BASED ON <br />THE CURRENT CODE REQUIREMENT <br />9.IF ANY OF THE PROVIDED DETAILS ARE DIFFERENT FROM <br />EXISTING GENERAL CONTRACTOR TO NOTIFY THE EOR FOR <br />SUPPLEMENTAL DETAILS AND PERMIT. <br />Unit <br />4 <br />Unit <br />3 <br /> EXISTING <br />SECOND FLOOR <br />SCOPE OF WORK <br />PER SB721 REPORT THIS BALCONY <br />RECEIVED A PASS-NEED MAINTENANCE GC <br />TO APPLY ANY NECESSARY MAINTENANCE <br />(E <br />) <br /> <br />2 <br />X <br /> <br />F <br />J <br />V. <br />I <br />. <br />F <br />(E) METAL STRINGER V.I.F <br />(E) METAL STRINGER V.I.F(E <br />) <br /> <br />4 <br />X <br /> <br />B <br />M <br /> <br />V <br />. <br />I <br />. <br />F <br />(E) DROP BM V.I.F <br />GC TO INSPECT THIS WALKWAY ALONG WITH ALL <br />ASSOCIATED LOAD BEARING ELEMENTS IF ANY <br />DAMAGE OBSERVED YOU MUST NOTIFY THE EOR <br />FOR SUPPLEMENTAL DETAILS AND PERMIT <br />(E)RIM V.I.F <br />(E) RAILING POST <br />1. REMOVE (E) WATER PROOFING <br />SURFACES AND REPLACE AS <br />NECESSARY WITH (N) DEX-O-TEX OR <br />OTHER APPROVED WATER <br />PROOFING PER MANUFACTURER'S <br />SPECIFICATION (ICC- #ESR1757) <br />2. DECK FLOOR TO SLOPE AWAY <br />FROM THE BUILDING AT MINIMUM 2% <br />S-1 <br />EXISTING PARTIAL <br />FLOOR FRAMING <br />PLAN <br />DA <br />T <br />E <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />-T <br />T <br />T <br />T <br />T <br />T <br />PR <br />O <br />J <br />E <br />C <br />T <br />: <br />DE <br />S <br />I <br />G <br />N <br /> <br />a <br />n <br />d <br /> <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br /> <br /> <br />B <br />Y <br /> <br />: <br />25 <br />0 <br />0 <br /> <br />R <br />E <br />D <br /> <br />H <br />I <br />L <br />L <br /> <br />A <br />V <br />E <br />N <br />U <br />E <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br />2 <br />0 <br />0 <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br /> <br />Te <br />l <br />. <br /> <br />+ <br />1 <br /> <br />( <br />8 <br />0 <br />5 <br />) <br /> <br />3 <br />1 <br />2 <br />- <br />8 <br />5 <br />0 <br />8 <br />1S <br />T <br /> <br />C <br />I <br />T <br />Y <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />00 <br />0 <br />0 <br />0 <br />0 <br />1 <br />27 <br />0 <br />2 <br /> <br />W <br /> <br />A <br />U <br />R <br />O <br />R <br />A <br /> <br />S <br />T <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />RA <br />M <br />I <br />R <br />E <br />Z <br /> <br />A <br />N <br />G <br />E <br />L <br />E <br />N <br />E <br /> <br />EE <br />E <br /> <br />R <br />E <br />P <br />A <br />I <br />R <br /> <br /> <br />( <br /> <br />S <br />T <br />A <br />I <br />R <br />W <br />A <br />Y <br />S <br /> <br />/ <br /> <br />W <br />A <br />L <br />K <br />W <br />A <br />Y <br />S <br /> <br />) <br />S <br />A <br />No. C53468 <br />Exp. 6.30.27 <br />I <br />E <br />O <br />A <br />M <br />I <br />RSREE <br />M ER <br />A <br />R <br />F <br />O <br />H <br />I <br />F <br />M <br />IC <br />V <br />S <br />C <br />F <br />L <br />N <br />O <br />L <br />R <br />O <br />L <br />M <br />D <br />N <br />A <br />R <br />IH <br />ADEG <br />O <br />I <br />INAI <br />GN <br />S <br />E AI <br />P <br />D EG <br />ET <br />E <br />T <br />ST <br />ED <br />NI <br />A <br />KAM <br />L <br />D