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LATERAL BRACING (HORIZONTAL BRIDGING) FOR WALLS: <br />NOTE: IF NON —LOAD BRG WALLS (PARTITION WALLS) HAVE SHEATHING ON BOTH SIDES <br />LATERAL BRACING IS NOT REQUIRED. <br />ENSURE BOTH STUD FLANGES ARE ATTACHED TO TOP AND BOTTOM RUNNER FLANGES. <br />HORIZONTAL BRIDGING MUST BE INSTALLED AT SPACING NOT TO EXCEED 48" OC FOR AXIAL <br />LOAD BEARING WALLS AND 60" OC MEASURED VERTICALLY FOR NON —LOAD BEARING WALLS <br />CARRYING WIND LOAD ONLY. TYPICAL FOR ALL OPTIONS BELOW. <br />5/8" SHEATHI <br />5/8" SHEATHI <br />16GA. V—BAR <br />BRIDGING ATTACHED <br />TO FLANGES. <br />SEE NOTES FOR <br />SPACING. <br />1-1/2" —20GA. <br />STRAP BRIDGING <br />STEEL STUD <br />HORIZONTAL <br />BRIDGING <br />OPTION #1 <br />HORIZONTAL <br />BRIDGING <br />OPTION #2 <br />1-1/2" COLD ROLLED CHANNELS MAY BE USED IN LIEU OF ABOVE DETAIL TO BRACE STUDS <br />LATERALLY. CHANNELS ARE INSERTED THROUGH STUD WEB HOLES AND SECURED WITH <br />SCREW —ATTACHED 1-1/2"x2"x16GA. CLIP ANGLES CUT TO LENGTH 1/4" LESS THAN STUD WIDTH. <br />1/2" PLATE <br />CONCENTRATED LOAD — <br />COORDINATE WITH EQUIPMENT <br />SUPPLIER IF NOT STATED <br />QL SUPPORT ON DRAWINGS — <br />ADDITIONAL "X"--BRIDGING <br />® CENTER LINE OF <br />EQUIPMENT SUPPORT <br />(EACH SIDE OF JOIST) <br />STL. JOIST <br />(SEE PLAN) <br />HANGER ANGLE <br />L 2 1 /2"x 2 1 /2"x 1 /4" FOR MECH. <br />(MIN. WEREINF. FOR EQUIPMENT <br />JOIST). OR ACCESSORY <br />BY EQUIPMENT <br />SUPPLIER <br />TYPICAL JOIST REINFORCING <br />AT CONCENTRATED LOAD <br />N.T.S. <br />#12 SHEET METAL SCREWS AT J <br />12" O.C. ALL AROUND FROM <br />CURB CLIP TO CURB TYP. <br />STL CURB. - <br />COORD CURB <br />HEIGHT W/ <br />MFR. <br />METAL DECK ROOF HATCH <br />v <br />'" \ <br />(TYPICAL) OPENING <br />,` <br />ROOFTOP HVAC UNIT. SEE SHEET MECH DWGS. <br />--- <br />-- — — — — — — <br />— — — — — — — — — — — — — <br />— — — — — — — — —, <br />14 GA GALV STL RTU HOLD DOWN CLIPS PROVIDE <br />(4) HOLD DOWN CLIPS PER RTU UNIT, TYP. <br />WELD TO TOP CHORD' <br />OF JOIST EACH ANGLE <br />#12 SHEET METAL SCREWS AT <br />L 5 x 5 x 5/16 <br />12 ALL AROUND FROM CURB CUP <br />-TYPICAL 4 SIDES <br />UNIT <br />L5X5X5/16 W/ 5/8 <br />EXP. BOLTS (3) MIN. <br />1"x4" PT WD <br />J L <br />NAILERS <br />EXISTING <br />JOIST <br />EXTERIOR CMU. WALL <br />�I <br />PROVIDE FILLED CELLS <br />AT EXP. BOLT LOCATIONS <br />TYPICAL ROOF HATCH <br />DETAIL <br />ROOF DECK <br />2"x6" PT WD NAILERS. MZ7_1/2" DIA THRU-BOLTS, NUTS & LOCK WASHERS <br />MIN (2) REQ'D PER SIDE. INSTALL MAX 12" FROM <br />CURB ENDS <br />SEE TYPICAL ROOF OPENING DETAIL STEEL SIZING. <br />TYP. HVAC HOLD DOWN DETAIL <br />N.T.S. <br />METAL DECK SEE MECH. DWGS <br />(TYPICAL) FOR OPENING SIZE <br />V—L6x4x5/16(LLV) <br />—TYPICAL 4 SIDES <br />(4 REQUIRED) CLIP <br />JL JL <br />SEE PLAN FOR <br />JOIST SIZE <br />1. PROVIDE AT PERIMETER OF ALL ROOFTOP <br />MECHANICAL UNITS AND OPENINGS AS REQUIRED. <br />2. SEE MECH. DWGS FOR OPENING SIZE & LOCATION. <br />3. PROVIDE L 3 x 3 x 5/16 AT ROOF SUMPS AND EXHAUST FANS <br />TYPICAL ROOF OPENING DETAIL <br />GUTHERMAN STRUCTURAL INC. <br />130 CROWN OAK CENTRE DRIVE <br />LONGWOOD, FL 32750 <br />P: 407.701.0875 <br />uLherman <br />STRUCTURAL <br />U <br />rn <br />o <br />CD <br />CV <br />a <br />Co <br />c)) <br />C/W <br />(j) <br />�CID <br />C� <br />IJ <br />L17'r <br />T <br />U LLJ .0 <br />L0 0 <br />I _j <br />0) <br />C� <br />C6W <br />UzvCY)= <br />_ <br />N > <br />Sr)N- Q <br />CV <br />cf) <br />� <br />x <br />U) <br />z_ <br />U) <br />D <br />Co <br />MM. <br />h�l <br />X`etioeataaraia <br />p-f HER <br />, <br />~' NO.60880 <br />'b STATE OF ' <br />;0�' . c1 aRi�P' <br /><<' <br />isSIONAL t���````o <br />�11,afit 1110 <br />John Gutherman Jr., P.E. <br />FL. REG. #6o88o <br />• 1 e, <br />CONTRACT DATE: 08.13.2017 <br />BUILDING TYPE: ONE-OFF <br />PLAN VERSION: <br />SITE NUMBER: <br />STORE NUMBER: <br />Restaurant Shell <br />Zephyr Plaza <br />ZEPHYRHILLS, FL <br />TYPICAL <br />DETAILS 11 <br />SOm3 <br />PLOT DATE: <br />