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MESH FACADE REACTIONS <br />MEMBER CASE W(X) <br />(LBS/FT) <br />W(Y) <br />(LBS/FT) <br />W(Z) <br />(LBS/FT) <br />DEAD <br />WIND (IN) <br />WIND (OUT) <br />1 <br />2 <br />3 <br />4 <br />0 0 -62 <br />DEAD <br />WIND (IN) <br />WIND (OUT) <br />DEAD <br />WIND (IN) <br />WIND (OUT) <br />DEAD <br />WIND (IN) <br />WIND (OUT) <br />0 54 -240 <br />0 -62 -270 <br />-60 0 -1 <br />-270 58 0 <br />-307 -72 0 <br />0 0 58 <br />0 55 260 <br />0 -68 295 <br />60 0 -1 <br />270 58 0 <br />307 -72 0 <br />DISTRIBUTED LOAD <br />PER TABLE <br />FRAMING PER <br />ELEVATION <br />FRAMING PER <br />ELEVATION <br />1 <br />4 <br />2 <br />3REACTION LOAD AXIS <br />NOTES: <br />1. FRAMING IS DETERMINED ON THE BASES OF THE MAXIMUM TABULATED REACTIONS DERIVED FROM THE FOLLOWING <br />DESIGN CRITERIA: <br />A) 50% OPEN MESH <br />B) NET INWARD WIND PRESSURE = 10.0PSF <br />C) NET OUTWARD WIND PRESSURE = 12.3PSF <br />2. TABULATED REACTIONS ON SUPPORT FRAME ARE AN AVERAGE DISTRIBUTED LOAD (LBS PER FOOT) AND PROVIDED <br />AS UNFACTORED LOADS <br />3. FINAL REACTIONS TO BE DEVELOPED BY MESH FACADE MFR AND PROVIDED FOR REVIEW TO VERIFY CONFORMANCE <br />WITH STATED DESIGN CRITERIA <br />4. DESIGN CRITERIA LIMITS IN-PLANE AND OUT-OF-PLANE DEFLECTION TO SPAN / 120. <br />+Z <br />+Y <br />+X <br />0' - 1 3/4" <br />2" <br />8 <br />" <br />12" MAX <br />6" <br /> <br />M <br />I <br />N <br />L4X4X3/8 X 6" LONG NS/FS <br />W/ 1" DIA A325N BOLT IN <br />VERT LONG SLOTTED HOLE <br />12X24X5/8" THK EMBED PL <br />W/ (6) 3/4" DIA X 3" EMBED <br />WELDED HEADED STUDS <br />T/SLAB <br />EL SEE PLAN <br />HSS4X4 PER <br />ELEVATION <br />PARKING BARRIER <br />PER SIM, <br />PROVIDE (4) #6@10" <br />OC DOWELS <br />CENTERED ON <br />EMBED PL, TYP <br />1/4 3-SIDES <br />8 <br />R1.S8.30 <br />NOTES: <br />1. ALL HSS MEMBERS SHALL BE CAPPED. <br />2. CONTRACTOR TO FIELD VERIFY EDGE OF SLAB CONDITIONS PRIOR TO FABRICATION TO ENSURE <br />PLUMBNESS AND ALIGNMENT OF BOLTS <br />MECH SCREEN PER ARCH. <br />ATTACHMENT TO <br />STRUCTURE PER MFR <br />EQ EQ <br />C <br />2" <br />8" <br />12X24X5/8" THK EMBED PL <br />W/ (6) 3/4" DIA X 3" EMBED <br />WELDED HEADED STUDS <br />1/4 3 SIDES, TYP <br />1/4 <br />2" MIN <br />8" <br />2" MIN <br />1/4" CAP PL <br />L4X4X1/2 X 8" <br />LONG NS/FS <br />HSS4X4 PER <br />ELEVATION <br />LEVEL 06 / 07 <br />EL SEE PLAN 12" MAX <br />6" <br /> <br />M <br />I <br />N <br />NOTES: <br />1. ALL HSS MEMBERS SHALL BE CAPPED. <br />2. CONTRACTOR TO FIELD VERIFY EDGE OF SLAB CONDITIONS PRIOR TO FABRICATION <br />TO ENSURE PLUMBNESS AND ALIGNMENT OF BOLTS <br />2" <br /> <br />M <br />I <br />N <br />PARKING BARRIER <br />PER SIM, <br />PROVIDE (6) #6@6" <br />OC VERT DOWELS <br />CENTERED ON <br />EMBED PL, TYP <br />8 <br />R1.S8.30 <br />MECH SCREEN PER ARCH. <br />ATTACHMENT TO <br />STRUCTURE PER MFR <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />EQ EQ <br />C <br />COLUMN BEYOND <br />SLAB REINF <br />PER PLAN <br />LEVEL 07 <br />EL SEE PLAN <br />12X12X5/8" EMBED W/ (4) 3/4" DIA X 4" <br />EMBED HEADED STUDS <br />6X6X5/8" THK PL NS/FS <br />(3/8) <br />PL TO <br />EMBED, <br />TYP <br />3" MIN <br />PL TO <br />HSS, TYP <br />1/4 PL TO HSS, TYP <br />HSS COL PER ELEVATION <br />R08 <br />1/4 3 SIDES, TYP <br />1/4 <br />2" MIN <br />8" <br />2" MIN <br />L4X4X1/2 X 6" <br />LONG NS/FS <br />HSS4X4 PER <br />ELEVATION <br />4" <br />LEVEL 06 <br />EL SEE PLAN <br />1/4" CAP PL <br />Ld <br />(8)-#5@6" OC U-BARS <br />8X18X5/8" THK EMBED PL W/ (6) <br />3/4" DIA X 6" EMBED WELDED <br />HEADED STUDS @ 6" OC <br />T: F: <br />© Gensler <br />Date Description <br />Project Name <br />Project Number <br />Description <br />Scale <br />Seal / Signature <br />2021 <br />Tel 949.863.9434 <br />Fax 949-553-1676 <br />4675 MacArthur Court <br />Suite 100 <br />Newport Beach, CA <br />92600 <br />USA <br />301 N. Broadway, Santa Ana, CA <br />707 Wilshire Blvd, Suite 4450 <br />Los Angeles, CA 90017-3618 <br />Thornton Tomasetti, Inc. <br />213.330.7700 213.330.7001 <br />3RD & BROADWAY - <br />RESIDENTIAL <br />As indicated <br />11/19/2024 3:38:32 PM <br />R1.S9.02 <br />GARAGE SCREEN SECTIONS AND <br />DETAILS <br />S21043.00 <br />SCALE: 1/4" = 1'-0"4 FACADE MESH LOADING DIAGRAM <br />SCALE: 1" = 1'-0"7 <br />TYPICAL MESH FRAMING SUPPORT AT PARKING <br />BARRIER <br />SCALE: 1" = 1'-0"8 TYPICAL MESH FRAMING SUPPORT AT LEVEL 07 <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />B 06.17.2024 REVISION TO PERMIT <br />C 09.27.2024 REISSUE FOR PLAN CHECK <br />SCALE: 3/4" = 1'-0"6 LEVEL 07 ATTACHMENT AT BALCONY <br />C <br />SCALE: 1" = 1'-0"12 LEVEL 06 ATTACHMENT AT SLAB EDGE <br />C <br />1/7/25