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CENTER EQUIP WITHIN 6" ON <br />STRUCTURAL WALL BELOW <br />CONTRACTOR TO VERIFY WITH <br />GUIDANCE OF THE SEOR IF THESE <br />EXISTING CONCRETE CORRIDOR <br />WALLS BELOW ARE BEARING <br />(E) CONCRETE <br />ROOF DECK <br />SCALE <br />1 4" = 1'-0"8 BLDG "C" PARTIAL ROOF FRAMING PLAN <br />SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-17 SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-13 SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-9 SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-5 SCALE <br />NONE1ROOFTOP EQUIPMENT SCHEDULE <br />(E <br />) <br /> <br />8 <br />x <br />1 <br />0 <br /> <br />B <br />E <br />A <br />M <br />(E) 4x6 HDR <br />(E) <br />P <br />O <br />S <br />T <br />(BE <br />L <br />O <br />W <br />) <br />(E) <br />P <br />O <br />S <br />T <br />(BE <br />L <br />O <br />W <br />) <br />(E) <br />P <br />O <br />S <br />T <br />(BE <br />L <br />O <br />W <br />) <br />(E) <br />P <br />O <br />S <br />T <br />(BE <br />L <br />O <br />W <br />) <br />(E) 2x8 JOISTS @ 16" O <br />. <br />C <br />. <br />SCALE <br />1 4" = 1'-0"16 BLDG "D" PARTIAL ROOF FRAMING PLAN <br />SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-18 <br />SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-19 <br />SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-20 <br />1 SEE MECHANICAL ROOF PLAN FOR LOCATION <br />PLAN NOTES: <br />1.SEE SHEET S0.1 FOR STRUCTURAL NOTES <br />2.SEE SHEET S0.1 FOR ANCHOR NOTES AND TESTING <br />EQUIPMENT NOTES: <br />1.VERIFY EQUIPMENT LAYOUT / PLACEMENT WITH ARCHITECTURAL AND VENDOR DRAWINGS <br />2.EQUIPMENT SIZE, WEIGHT, AND ANCHORAGE SHOWN ON THE EQUIPMENT ANCHORAGE <br />DETAILS SHALL BE VERIFIED WITH THE ACTUAL EQUIPMENT PRIOR TO INSTALLATION AND ANY <br />DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE SEOR PRIOR TO INSTALLATION <br />3.THE STRUCTURAL SUPPORT APPARATUS TO WHICH EQUIPMENT IS TO BE ATTACHED, SHALL BE <br />PARALLEL, SQUARE & LEVEL TO WITHIN ±116" AND FREE OF MOVEMENT <br />4.TORQUE TEST ALL ANCHORS AND STRUT FITTINGS, SEE STRUCTURAL NOTES. <br />MECHANICAL ROOF EQUIPMENT SCHEDULE <br />MARK DESCRIPTION WEIGHT (LBS)DETAIL <br />PACKAGE ROOFTOP AC UNIT 797 <br />PACKAGE ROOFTOP AC UNIT 359 <br />SPLIT SYSTEM OUTDOOR CONDENSING UNIT 1 250 <br />AC-1 2 <br />M300 <br />AC-2 <br />ODU-1 <br />3 <br />M300 <br />1 <br />M300 <br />AC-2 <br />(E) <br />P <br />O <br />S <br />T <br />(BE <br />L <br />O <br />W <br />) <br />(E) <br />P <br />O <br />S <br />T <br />(BE <br />L <br />O <br />W <br />) <br />(E <br />) <br /> <br />4 <br />x <br />1 <br />2 <br /> <br />B <br />E <br />A <br />M <br />(E <br />) <br /> <br />4 <br />x <br />8 <br /> <br />B <br />E <br />A <br />M <br />CENTER EQUIP WITHIN 12" ON <br />STRUCTURAL WALL BELOW <br />CONTRACTOR TO VERIFY WITH <br />GUIDANCE OF THE SEOR IF THIS <br />EXISTING WALL BELOW IS BEARINGAC-2 <br />DUCTS THRU (E) <br />PENETRATIONS (E) 6x10 BEAM <br />PENETRATION <br />THRU ROOF <br />BETWEEN JOISTS <br />PENETRATION <br />THRU WALLS <br />BETWEEN STUDS <br />LICENSED A RCHITECT <br />STATEOF CALIFORNIA <br />No. C 31423 <br />DR. BY: <br />S 6026 <br />PROF <br />ENGINEERREGISTERED <br />ESSIONAL <br />UCRTS <br />TURAL <br />EOF <br />STAT I NIA <br />CALFOR <br />WORERHSEAL <br />IM <br />HC M <br />NA <br />A X I O M <br />S T R U C T U R A L <br />D E S I G N , I N C <br />1 6 7 S T H O R S T R E E T <br />T U R L O C K , C A 9 5 3 8 0 <br />w w w .a x i o m s d .c o m <br />(2 0 9 ) 4 8 4 -8 6 4 0 <br />(2 0 9 ) 4 9 5 -1 3 5 5 <br />(2 0 9 ) 4 0 2 -4 9 4 0 <br />M I C H A E L : <br />K E V I N : <br />N U N O : <br />25079 <br />B LKJIHGFEDC <br />10 <br />8 <br />© ASPEN STREET 2026 <br />12 <br />0 <br />7 <br /> <br />E <br /> <br />F <br />R <br />U <br />I <br />T <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />SA <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 />1 <br />IN <br />T <br />E <br />R <br />I <br />O <br />R <br /> <br />A <br />N <br />D <br /> <br />E <br />X <br />T <br />E <br />R <br />I <br />O <br />R <br />TE <br />N <br />A <br />N <br />T <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br />S <br />BU <br />I <br />L <br />D <br />I <br />N <br />G <br />S <br /> <br />C <br /> <br />& <br /> <br />D <br />PH <br />O <br />E <br />N <br />I <br />X <br /> <br />H <br />O <br />U <br />S <br />E <br />OR <br />A <br />N <br />G <br />E <br /> <br />C <br />O <br />U <br />N <br />T <br />Y <br />N <br />KEY PLAN <br />AGENCY APPROVALS <br />AGENCY NO. <br />DRAWING TITLE <br />SHEET NO. <br />ONIS <br />S <br />U <br />E <br />D <br />FO <br />R CITY RESUBMITTAL 01 <br />2/6/2026 <br />NM <br />215021.51JOB: <br />AS SHOWNSCALE: <br />6 <br />4 <br />2 <br />TH <br />I <br />S <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br /> <br />I <br />S <br /> <br />M <br />E <br />A <br />N <br />T <br /> <br />T <br />O <br /> <br />B <br />E <br /> <br />P <br />R <br />I <br />N <br />T <br />E <br />D <br /> <br />3 <br />0 <br />" <br />X <br />4 <br />2 <br />" <br />. <br /> <br /> <br />A <br />T <br /> <br />A <br />N <br />Y <br /> <br />O <br />T <br />H <br />E <br />R <br /> <br />S <br />I <br />Z <br />E <br />, <br /> <br />D <br />I <br />S <br />R <br />E <br />G <br />A <br />R <br />D <br /> <br />R <br />E <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br />S <br /> <br />T <br />O <br /> <br />S <br />C <br />A <br />L <br />E <br />. <br />PLOTSTAMP <br />S1.1 <br />PARTIAL ROOF <br />FRAMING PLANS