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'LUS' HANGER <br />UNO <br />JOIST <br />PER PLAN <br />JOIST <br />WHERE OCCURS <br />PER PLAN <br />BEAM <br />PER PLAN <br />BN, PROVIDE (2) ROWS <br />OF BN WHERE BEAM IS IN <br />LINE W/ A SHEAR WALL <br />NOTE: <br />USED "SKEWED" HANGER WHERE REQUIRED <br />WOOD JOIST PER PLAN <br />WOOD BEAM <br />PER PLAN <br />BN <br />'LUS' HANGER <br />TYP <br />'LSTA21' @ 4'-0" OC <br />CL BM & STRAP <br />NOTE: <br />USED "SKEWED" HANGER WHERE REQUIRED <br />BEAM <br />PER PLAN <br />'HW' HANGER AT 4x OR 6x BEAM <br />'HGU' HANGER AT GLULAM BM <br />NOTE: <br />USE OFFSET TOP FLANGE <br />HANGER AS REQUIRED. <br />BEAM PER PLAN <br />CARRYING BEAM <br />PER PLAN <br />'HW' HANGER @ 4x OR 6x BEAM <br />'GLT' HANGER @ PARALLAM OR <br />GLULAM BM <br />NOTE: <br />USE OFFSET TOP FLANGE <br />HANGER AS REQUIRED <br />GLB PER PLAN <br />(E) CMU PIER <br />GLU-LAM BEAM <br />SEE PLAN <br />(E) L6x4x3/8 x 0'-9" <br />3/16 <br />PL1/4 x 10 x 3'-4" <br />3/4"⌀BOLT <br />L6x6x3/8 x 3'-4" W/ (3) <br />3/4"⌀ALL THREAD ROD <br />W/ HILTI 'HY-100' W/ MIN <br />6" EMBED <br />(E) 2x FRAMING <br />A <br />2" 1'-4" 1'-4" 6" <br />(2) 3/4"⌀MB THROUGH <br />GLU-LAMINATED <br />BEAMS W/ NUTS AND <br />WASHER <br />(2) 3/4"⌀MB <br />THROUGH EXISTING <br />ANGLES BEHIND <br />3'-4" <br />4"5" <br />GLU-LAM BEAM <br />SEE PLAN <br />(E) ANGLE BEHIND <br />(E) CMU WALL <br />A ELEVATION <br />EQ <br />E <br />Q <br />(E) CMU WALL <br />2x RAFTERS <br />PER PLAN <br />GLU-LAM BEAM <br />SEE PLAN <br />2x LEDGER W/ 10d @ 6" OC <br />STAGGERED <br />BN <br />CJ PER PLAN <br />2x6 (PRESSURE TREATED) LEDGER W/ <br />3/8"⌀x 6" ALL THREAD ROD @ 16" OC <br />EPOXY INTO CMU, STAGGERED <br />(E) CMU BLOCK <br />PILASTER <br />(E) SIMPSON <br />CCO 5 1/8 CAP <br />GLB PER PLAN <br />SPLICE WHERE OCCURS <br />FLASHING BY CONTRACTOR <br />PER CITY OF SANTA ANA <br />SPECIFICATION <br />2x4 CJ W/ <br />'LUS' HGR <br />GLB PER PLAN <br />SIMPSON 'HUC46' <br />RAFTER <br />PER PLAN <br />2x10 BLKG BTW <br />4x10 BEAMS <br />BN <br />VIF <br />10" <br />NO <br />T <br />C <br />H <br />4" <br />(E)GUTTER TO BE REMOVED <br />AND RE-INSTALLED BY <br />CONTRACTOR <br />45° <br />4" <br />BEAMS PER PLAN, <br />MITRE ENDS <br />(2) 5/8"⌀MB W/ <br />WASHERS IN <br />EA BEAM <br />(E) STD PIPE COL <br />(E) BACK PL3/16 <br />(E) BRG PL1/2. LET 1/2" <br />INTO BOT OF BEAM <br />A <br />A ELEVATION <br />1 1/2"1 1/2" <br />5"5" <br />3" <br /> <br />3 <br />" <br /> <br />2 <br />" <br />8" <br />(E) STD PIPE COL <br />(E) BACK PL (GALV) <br />(E) BRG PL <br />BEAM PER <br />PLAN, TYP <br />PLAN <br />N <br />I <br />R <br />No. S3866 <br />Exp. 3/31/26 <br />G <br />T <br />R <br />E <br />TATSS <br />E OFILACFO <br />UCTURA <br />R <br />L <br />R <br />STERED P L <br />OF ESSIONA <br />N <br />ER <br />AI <br />E <br />ENGI <br />WILLI <br />H.THORP <br />............... <br />. <br />. <br />. <br />. <br />............................... <br />. <br />. <br />. <br />............... <br />E <br />AM <br />18400 Von Karman Ave., Suite 600 <br />Irvine, CA 92612 <br />O: 949.252.1022 <br />F: 949.252.8082 <br />www.kpff.com <br />PRINCIPAL CIVIL ENGINEER <br />PRINCIPAL CIVIL ENGINEER RCE NO.: <br />RCE NO.: <br />FILE NO.: <br />CITY OF SANTA ANA <br />PUBLIC WORKS AGENCY <br />REVISIONS REFERENCES <br />NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED <br />CONSTRUCTION COMPLETED: <br />www.DigAlert.org <br />TWO WORKING DAYS <br />BEFORE YOU DIG <br />Underground Service Alert <br />NOTICE TO CONTRACTOR <br />of Southern California <br />PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT <br />IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS <br />A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO <br />WORKING DAYS PRIOR TO COMMENCING EXCAVATION. <br />KPFF OC STRUCTURAL ENGINEER <br />DATE <br />DESIGNED: DRAWN: CHECKED: <br />RECOMMENDED FOR <br />CONSTRUCTION: <br />REVIEWED FOR <br />CONSTRUCTABILITY: <br />PREPARED UNDER <br />THE SUPERVISION <br />OF: <br />STEVEN DILLON 05/13/2024 <br />Know what's below. <br />before you dig.Call <br />R <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />O <br />. <br /> <br />2 <br />3 <br />0 <br />0 <br />5 <br />5 <br />3 <br />: <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />T <br />I <br />T <br />L <br />E <br />: <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />Z <br />O <br />O <br /> <br />T <br />IC <br />K <br />E <br />T <br /> <br />B <br />O <br />O <br />T <br />H <br />FA-07161 <br />S5.1 <br />SDGY <br />1801 E. CHESTNUT AVE, SANTA ANA, CA 92701 <br />SANTA ANA ZOO TICKET BOOTHMW/MV <br />FRAMING DETAILS <br />1" = 1'-0"1WOOD JOIST AT FLUSH WOOD BEAM <br />1" = 1'-0"2TYPICAL JOIST TO BEAM <br />1" = 1'-0"3TYPICAL WOOD BEAM CONNECTION <br />1" = 1'-0"5TYPICAL GLULAM TO GLULAM CONN <br />1" = 1'-0"6GLB @ MASONRY PIER <br />1" = 1'-0"7GLB @ MASONRY WALL <br />1" = 1'-0"8NEW GLB @ (E) PILASTER <br />1" = 1'-0"4NEW GLB AT RAFTER1 1/2" = 1'-0"10WOOD BEAMS TO (E) STEEL COL CONN <br />SHEET 7 OF 7