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(E) WOOD CURB TO REMAIN, VIF <br />(E) WOOD ROOF PER , VIF <br />(E) ROOF JOIST PER PLAN, <br />SIDE ELEVATION <br />CG MAX WEIGHT: <br />PER PLAN <br />RTU-2 & RTU-3: 49" PER MFR <br />RTU-1: 62" PER MFR <br />EQ EQ <br />A/C UNIT ABOVE PER MECH DWGS <br />1/ S-1.1 <br />1/ S-1.1 <br />FRONT ELEVATION <br />1/4"Øx3" LG LAG SCREWS @ 12" OC <br />INTO TOP OF PERIMETER WOOD <br />CURB, TYP ALL-AROUND (4) SIDES <br />RT <br />U <br />- <br />2 <br /> <br />& <br /> <br />R <br />T <br />U <br />- <br />3 <br />: <br /> <br />4 <br />1 <br />" <br /> <br />P <br />E <br />R <br /> <br />M <br />E <br />C <br />H <br />RT <br />U <br />- <br />1 <br />: <br /> <br />4 <br />9 <br />" <br /> <br />M <br />E <br />C <br />H <br />CG MAX WEIGHT: <br />PER PLAN <br />RTU-2 & RTU-3: 74" PER MECH <br />RTU-1: 87" PER MECH <br />EQ EQ <br />EQ <br /> <br />E <br />Q <br />A/C UNIT ABOVE PER MECH DWGS <br />(E) WOOD CURB TO REMAIN, VIF <br />(E) WOOD ROOF PER , VIF <br />(E) ROOF JOIST PER PLAN,1/ S-1.1 <br />1/ S-1.1 <br />CG MAX WEIGHT: <br />PER PLAN <br />EQ <br /> <br />E <br />Q <br />PE <br />R <br /> <br />M <br />E <br />C <br />H <br />43 <br /> <br />1 <br />/ <br />4 <br />" <br /> <br />CONDENSING UNIT <br />PER MECH DWGS <br />(E) WOOD <br />EQUIPMENT PAD, VIF <br />(E) WOOD ROOF <br />PER <br />(E) ROOF JOIST <br />PER PLAN, <br />1/2"Øx3" LG LAG SCREWS AT <br />MFR PROVIDED HOLES, ((4) <br />TOTAL) TYP AT WOOD PAD <br />ELEVATION <br />1/ S-1.1 <br />1/ S-1.1 <br />CG MAX WEIGHT: <br />PER PLAN <br />EQ EQ <br />TYP, PER MFR <br />2' - 0 7/8"PE <br />R <br /> <br />M <br />F <br />R <br />PLAN <br />PE <br />R <br /> <br />M <br />E <br />C <br />H <br />17 <br /> <br />3 <br />/ <br />8 <br />" <br /> <br />PER MECH <br />43.625" <br />EQ <br /> <br />E <br />Q <br />1511 E. ORANGETHORPE AVE, <br />SUITE C FULLERTON, CA 92831 <br />JOB NO: <br />SCALE: <br />TITLE: <br />DRAWN:CHECK: <br />DELTA ISSUE NR. DATEDESCRIPTION <br />SHEET: <br />Stamp <br />CLIENT/PROJECT LOCATION <br />N <br />IG <br />R <br />E <br />TATS <br />E OFILACFO <br />C I V I L R <br />R <br />STERED P L <br />OFESSIONA <br />N <br />E <br />R <br />AI <br />E <br />ENGI <br />TY <br />L <br />E <br />R <br />FRANK L I N KREH <br />B <br />I <br />EL <br />No. 78517 <br />Exp. 09/30/25 <br />1501 Quail St., Ste 150, <br />Newport Beach, CA 92660 <br />O: 949.418.6722 <br />www.srssinc.com <br />1 ISSUED FOR PLAN CHECK 09/03/24 <br />2 PLAN CHECK CORRECTIONS 11/15/241 <br />1" = 1'-0" <br />Au <br />t <br />o <br />d <br />e <br />s <br />k <br /> <br />D <br />o <br />c <br />s <br />: <br />/ <br />/ <br />2 <br />4 <br />0 <br />1 <br />7 <br /> <br />- <br /> <br />W <br />e <br />l <br />l <br />s <br /> <br />F <br />a <br />r <br />g <br />o <br /> <br />- <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />/ <br />2 <br />4 <br />0 <br />17 <br /> <br />- <br /> <br />W <br />e <br />l <br />l <br />s <br /> <br />F <br />a <br />r <br />g <br />o <br /> <br />- <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />_ <br />r <br />v <br />t <br />2 <br />4 <br />. <br />r <br />v <br />t <br />11 <br />/ <br />1 <br />7 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />9 <br />: <br />2 <br />1 <br />: <br />2 <br />3 <br /> <br />A <br />M <br />DETAILS <br />S-3.1 <br />WELLS FARGO <br />3925 S Bristol St. <br />Santa Ana, CA 92704 <br />SRSSJG <br />24017 <br />1" = 1'-0"1TYPICAL A/C UNIT ANCHORAGE (RTU) <br />1" = 1'-0"3CONDENSING UNIT ANCHORAGE (CU) <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />3925 S Bristol <br />St-HVAC12/23/2024