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(E) 2X LSL RIM <br />(E) 2X LSL RIM <br />(E) 16" TJI <br />@ 16" O.C. <br />(E) 16" TJI <br />@ 16" O.C. <br />(E) 11 7/8" TJI <br />@ 16" O.C. <br />CONNECT (E) TJI'S <br />TO WF BEAM <br />PER <br />DET <br />CONNECT (E) TJI'S <br />TO WF BEAM <br />PER <br />DET <br />(E) 16" TJI <br />@ 19.2" O.C. <br />3 <br />1 <br />/ <br />8 <br /> <br />x <br /> <br />1 <br />2 <br /> <br />G <br />L <br />B <br />HD <br />R <br />3 <br />1 <br />/ <br />8 <br /> <br />x <br /> <br />1 <br />2 <br /> <br />G <br />L <br />B <br />HD <br />R <br />3 <br />1 <br />/ <br />8 <br /> <br />x <br /> <br />1 <br />2 <br /> <br />G <br />L <br />B <br />HD <br />R <br />3 <br />S-3.1 <br />B TYP @ <br />HARDY FRAME <br />3 <br />S-3.1 <br />A TYP @ <br />HARDY FRAME <br />3 <br />S-3.1 <br />B TYP @ <br />HARDY FRAME <br />DO NOT REMOVE (E) TOP PLATES, <br />TYP @ HARDY FRAMES <br />W <br />1 <br />6 <br />X <br />5 <br />0 <br />(E) 6X16 <br />HDR <br />4X12 <br />HDR <br />(E) 6X12 <br />HDR <br />4X12 <br />HDR <br />DO NOT REMOVE (E) TOP PLATES, <br />TYP @ HARDY FRAMES <br />4 <br />S-3.1 <br />CONNECT WF BM <br />TO HSS COL <br />PER <br />DET <br />5 <br />S-3.1 <br />5 <br />S-3.1 <br />5 <br />S-3.1 <br />6 <br />S-3.1 <br />7 <br />S-3.1 <br />(E) 4X6 FULL HT <br />JAMB (V.I.F.) <br />TYP <br />SIMPSON HUC412 <br />& A35 T&B <br />TYP <br />8 <br />S-3.1 <br />(E) 4X6 FULL HT <br />JAMB (V.I.F.) <br />TYP <br />SIMPSON HUC412 <br />& A35 T&B <br />TYP <br />8 <br />S-3.1 <br />SIMPSON HUC <br />& A35 T&B TO <br />(E)4X4 POST <br />TYP <br />HSS2X2X1/4 <br />HSS6X2X1/4 <br />TRELLIS INFILL <br />TYP. <br />HSS6X2X1/4 <br />HSS4X4x1/4 <br />COLS. BELOW <br />TYP. 5 PLACES <br />HSS4X4x1/4 <br />COLS. BELOW <br />TYP. 3 PLACES <br />FOR DETAILING OF <br />TRELLIS CONNECTIONS <br />AND GEOMETRY <br />SEE SHEET L4.402 <br />TJI PARALLEL TO WALL <br />HARDY FRAME <br />HFX PANEL <br />PER PLAN <br />TJI PERPENDICULAR TO WALL <br />(E) A35(E) DBL <br />TOP PL <br />CONNECT TO <br />(E) DBL TOP PL <br />PER MFR <br />(E) EN <br />(E) BLK'G <br />(E) JOIST <br />(E) SHT'G <br />(E) A35(E) DBL <br />TOP PL <br />CONNECT TO <br />(E) DBL TOP PL <br />PER MFR <br />HARDY FRAME <br />HFX PANEL <br />PER PLAN <br />(E) CONT RIM JOIST <br />(E) 2X BLK'G @ 48" O.C. <br />(E) SHT'G <br />(E) EN <br />A B SHORE <br />ALL (E)CONSTRUCTION <br />BEOFRE DEMO <br />(E) 3" PIPE COL. <br />3/16 <br />WF BEAM PER <br />PLAN W/ NAILER <br />(E) STRAP AND <br />4X TO REMAIN <br />PROVIDE 2X <br />FULL HEIGHT W/ <br />10d NAILS TO (E) <br />NAILER @ 8" O.C. <br />A35 TYP AT NEW <br />FULL HT STUD <br />WF BEAM PER PLAN <br />W/ 4X TOP AND FULL <br />WEB NAILER <br />(E) SHEATHING <br />PROVIDE (2) 3/4" DIA. WELDED <br />THREADED RODS 4" FROM END <br />OF LUMBER AND @ 16" O.C. <br />PROVIDE 3/4" DIA. <br />WELDED THREADED <br />RODS 4" FROM END OF <br />LUMBER AND @ 16" O.C. <br />PROVIDE FACE MOUNT HANGER <br />AND WEB STIFFNEER @ I-JOIST <br />PROVIDE (2) ROWS <br />OF 10d @ 4" O.C. <br />(E) JOIST PER PLAN <br />SHORE <br />ALL (E)CONSTRUCTION <br />BEOFRE DEMO <br />(E) SHT'G <br />3/8" THK KNIFE PL <br />W/ (4) 1" DIA A325N BOLTS <br />1/2" MIN <br />1" MAX <br />A <br />1/4" CAP PLCL HSS COL <br />A-A <br />WF BEAM <br />1/2" <br />TYP <br />1/4 <br />TW <br />TW <br />TW <br />A <br />HSS <br />PER PLAN <br />W16X <br />W/ 4X TOP AND <br />FULL WEB NAILER <br />1/4" CAP PL <br />(E) DBL <br />TOP PLATE <br />(E) ROOF <br />SHT'G <br />(E) LSL <br />BLK'G <br />(E) STUD WALL <br />(E) 2X BLK'G <br />W/ A35 @ 48" O.C. <br />WF BM W/ NAILER NOT SHOWN <br />FOR CLARITY <br />SEE <br />DET FOR WF TO HSS <br />CMST12 STRAP <br />HSS PER PLAN <br />2X FILLER STUD <br />@ HSS COLUMN <br />6 <br />S-3.1 <br />(E) 2X6 STUDPROVIDE <br />(3) 10d T.N. <br />PER STUD <br />MSTA18 <br />@ EA CEILING JOIST <br />(E) STRAP <br />PROVIDE HU24 <br />TO NEW HEADER <br />(E) 6X HDR <br />3/8"⌀THRU BOLT <br />SPACING PER MFR <br />BI-FOLD DOOR L6X4 <br />4X4 CONT <br />W/ 3/8"⌀x6" <br />LAG BOLTS <br />@ 12" O.C. <br />4X12 HDR <br />PER PLAN <br />(E) 2X4 <br />SHORE <br />ALL (E)CONSTRUCTION <br />BEOFRE DEMO <br />E N G I N E E R S I N CV C A <br />2151 Michelson Dr. #240 <br />Irvine, CA 92612 <br />Tel. 949.679.0870 <br />Fax. 949.679.9370 <br />Project No.: J804 <br />C I V I LQuality <br />Service <br />Commitment <br />S T R U C T U R A L DBEMBE SBE <br />SCALE: <br />REVISIONS: <br />OW <br />N <br />E <br />R <br />: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />A <br />M <br />E <br />: <br />CL <br />I <br />E <br />N <br />T <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br />DATE ISSUED: <br />PROJECT NO: <br />As indicated <br />Issue Date <br />S-3.1 <br />ROOF FRAMING <br />PLAN <br />CI <br />T <br />Y <br /> <br />O <br />F <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />DE <br />L <br />H <br />I <br /> <br />C <br />O <br />M <br />M <br />U <br />N <br />I <br />T <br />Y <br /> <br />C <br />E <br />N <br />T <br />E <br />R <br />RE <br />N <br />O <br />V <br />A <br />T <br />I <br />O <br />N <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />CI <br />T <br />Y <br />, <br /> <br />S <br />T <br />A <br />T <br />E <br /> <br />Z <br />I <br />P <br /> <br />C <br />O <br />D <br />E <br />S-3.1 SCALE: 1/4" = 1'-0" <br />ROOF FRAMING PLAN1 <br />NORTH <br />S-3.1 SCALE: 1/4" = 1'-0" <br />TRELLIS ROOF FRAMING PLAN2 <br />S-3.1 SCALE: 3/4" = 1'-0" <br />REF DET:1 S-3.1 <br />JOISTS @ STUD WALL3 <br />NORTH <br />S-3.1 SCALE: 3/4" = 1'-0" <br />REF DET:1 S-3.1 <br />WF BEAM TO EXISTING HSS4 <br />S-3.1 SCALE: 3/4" = 1'-0" <br />REF DET:1 S-3.1 <br />I-JOIST TO WF BEAM5 <br />DESCRIPTION DATE <br />S-3.1 SCALE: 3/4" = 1'-0" <br />REF DET:1 S-3.1 <br />WF BEAM TO HSS COLUMN6 <br />S-3.1 SCALE: 3/4" = 1'-0" <br />REF DET:1 S-3.1 <br />(E) WALL TO HSS COLUMN7 <br />S-3.1 SCALE: 1" = 1'-0" <br />REF DET:1 S-3.1 <br />BI-FOLD DOOR HEADER8 <br />7/08/24 <br />505 E Central Ave <br />#B11/6/2024