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b <br />L <br />CONCRETE COVER SCHEDULE <br />CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: <br />3" <br />CONCRETE EXPOSED TO EARTH OR WEATHER: <br />#6 OR Lr.RGER <br />2" <br />#5 OR SMALLER <br />1 1/2" <br />CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: <br />SLABS, WALLS, JOISTS (#11 AND SMALLER) <br />3/4" <br />BEAMS, COLUMNS (PRIMARY REINF., TIES, STIRRUPS, SPIRALS) <br />1 1/2" <br />CONCRETE FOR COASTAL EXPOSURES EXPOSED TO WEATHER: <br />WALL & SLABS <br />2" <br />OTHER MEMBERS <br />2 1/2" <br />TERMINATE HORIZ. <br />REINF. AT THE JOINT <br />REINF. CELL OR COL. <br />CONC. SEE PLAN <br />CONSTRUCTION PAPER <br />ON ONE SIDE ONLY <br />CAULK AND PREMOLDED <br />FOAM BACKING ROD <br />C • I FILL VOID SOLID WITH <br />MORTAR. <br />ODISCONTINUED WALL <br />LATERAL REINFORCING <br />PLAN VIEW <br />NOTES: <br />1.- SAW CUT BOND BEAMS, TIE BEAMS 1" DEEP TO CONTINUE WALL <br />CONTROL JOINT TO TOP OF WALL. <br />2.- CONTROL JOINT SPACING IS NOT TO EXCEED 26-0"o.c. IN WALLS <br />WITH MORE THAN 25'-0" OF UNINTERRUPTED MASONRY. REFER TO <br />DWGS. FOR ADDITIONAL SPECIFIED LOCATIONS AS NOTED THUS <br />(WCJ). <br />3.- CONTINUE ALL BOND BEAMS, TIE BEAMS REINF. THROUGH THE JOINT. <br />3/8 BACKER ROD & CAULK <br />I I SEE ARCH. DWGS <br />Dium Elio <br />BACKER ROD & CAULK <br />BAR SEE ARCH. DWGS <br />ALTERNATE METHOD <br />CMU WALL CONTROL JOINT (WCJ) DETAIL <br />N.T.S. <br />#12 SHEET METAL SCREWS AT <br />12" O.C. ALL AROUND FROM <br />CURB CLIP TO CURB TYP. % <br />STL CURB. <br />COORD CURB <br />HEIGHT W/ MFR. <br />SEE PLAN FOR SLAB <br />THICKNESS (TYPICAL) <br />SEE PLAN <br />ROOFTOP HVAC UNIT. SEE SHEET MECH DWGS <br />wQU, <br />�a <br />SEE PLAN � <br />TYPICAL SLAB RECESS <br />14 GA GALV STL RTU HOLD DOWN CLIPS PROVIDE (4) HOLD <br />DOWN CLIPS PER RTU UNIT, TYP. <br />#12 SHEET METAL SCREWS AT <br />12" O.C. ALL AROUND FROM CURB CLIP <br />TO UNIT TYP. <br />1"x4" PT WD <br />NAILERS <br />ROOF DECK <br />2"x6" PT WD NAILERS. Z-1/2" DIA THRU-BOLTS, NUTS & LOCK WASHERS MIN (2) REO'D <br />PER SIDE. INSTALL MAX 12" FROM CURB ENDS <br />SEE TYPICAL ROOF OPENING DETAIL STEEL SIZING. <br />TYP. HVAC HOLD DOWN DETAIL <br />N.T.S. <br />N.T.S. <br />MATCHING Z-BARS <br />EACH FACE OF STEP <br />W/ 36" LONG LEGS TYP <br />kT <br />CV <br />I 1-1TI-1 <br />BARS TO MATCH <br />FOOTING BARS SEE PLAN AND FOOTING SCHEDULE <br />FOR SIZE AND REINFORCING <br />TYPICAL STEP <br />FOOTING DETAIL <br />N.T.S. <br />T <br />-j— I I 1- <br />1( I T i 1 <br />1 i—i----I---T 1 —I — 1i- <br />GROUT -FILLED CELLS - <br />3000PSI(fYPICAL) <br />1— <br />u' <br />-L-1-1 — I— —( F- �— T---I — i L <br />1 <br />; I <br />1 <br />—J-�} I— 1------I <br />T—;� T — <br />41 /2 4 1/2" CUT <br />0 <br />11 , 11 : I I <br />11 1 1__— _j) J _—I''.1. L_ <br />_7 Ir f Ir <br />x <br />MASONRY INSPECTION <br />& CLEAN -OUT HOLE <br />4 <br />1 I I 1 <br />DOWELS TO <br />MATCH VERT. <br />___ <br />TYPICAL MASONRY FILLED CELL DETAIL <br />SLAB CONSTRUCTION <br />OR CONTROL JOINT <br />SEE TYPICAL DETAIL <br />1/2" PREMOULDED <br />JOINT FILLER <br />AT STEEL TUBE COLUMN <br />TYPICAL ISOLATION JOINTS <br />AT COLUMNS <br />METAL DECK SEE MECH. DWGS <br />(TYPICAL) FOR OPENING SIZE <br />SEE PLAN FOR <br />SLAB DESIGNATION <br />ADJACENT SLAB <br />OR FILL <br />tv z <br />1 #5 CONT <br />THICKENED EDGE (T.E.) <br />N.T.S. <br />REINF. GROUTED <br />CELLS <br />PROVIDE PREFAB. "L" PROVIDE PREFAB. "T" - <br />JOINT REINFORCING JOINT REINFORCING AT <br />AT ALL CORNERS ALL INTERSECTIONS <br />PARTIAL PLAN <br />TYPICAL CMU WALL DETAILS <br />N.T.S. <br />BOND BEAM W/ REINF. <br />PER SECTIONS <br />I L 4x4x1/4 <br />PL 1/2"x4'1A8" CONT. <br />W/ (2)-1/2"&5" <br />NELSON STUDS STEEL DECK <br />@ 4'-0" O.C. <br />L 4x4x1/4 <br />CONT. 3/4"0 HILTI <br />KWIK BOLT II <br />(6" EMBED.) <br />1/6 V 3 @ 32" O.C. <br />ALTERNATIVE "A" ALTERNATIVE "B" <br />DECK SUPPORT ANGLE ANCHORAGE <br />CONTRACTOR'S OPTION <br />N.T.S. <br />L 6 x 4 x 5/16 (LLV) <br />-TYPICAL 4 SIDES <br />L6x4x3/8CLIP <br />(4 REQUIRED) <br />SEE PLAN FOR <br />JOIST SIZE <br />1. PROVIDE AT PERIMETER OF ALL ROOFTOP <br />?ANICAL 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 />METAL DECK ROOF HATCH <br />(TYPICAL) OPENING <br />— — — — — — — — —F — — — — — — <br />WELD TO TOP CHORD <br />OF JOIST EACH ANGLE <br />`L L5x5x5/16 <br />-TYPICAL 4 SIDES <br />L5X5X5/16 W/ 5/8" <br />EXP. BOLTS (3) MIN. <br />EXISTING EXTERIOR CMU. WALL <br />JOIST PROVIDE FILLED CELLS <br />AT EXP. BOLT LOCATIONS <br />TYPICAL ROOF HATCH DETAIL <br />2" DEEP SAWCUT (OR 1/3 x SLAB <br />THICKNESS) WITHIN 24 HOURS OF <br />POUR (DO NOT INTERRUPT MESH) <br />—, <br />''TI-1 I I I' <br />METAL KEY -FORM BY KEYHOLD <br />INC. OR EQUAL (STOP MESH) <br />CONSTRUCTION JOINT CONTROL JOINT <br />TYPICAL SLAB -ON -GRADE <br />NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS <br />SHALL CREATE PANELS OF 400 SO. FEET <br />(MAXIMUM) <br />NOTES: <br />1. WHERE HEIGHT OF MASONRY WALL SEGMENT <br />EXCEEDS 12'-0", INTERMEDIATE BOND BEAM <br />IS REQUIRED. <br />2. BOND BEAM REINFORCEMENT MUST BE CONT. <br />HOOK BARS INTO REINFORCED JAMB AT WALL <br />OPENINGS. <br />3. OMIT BOND BEAMS WHERE IT COINCIDES WITH <br />OPENING HEADERS (LINTELS/BEAMS), <br />REINFORCEMENT MUST BE CONTINUOUS AT <br />SUCH LOCATIONS. <br />3-6" NOTE: <br />(2)#4 c— INSTALL BELOW UPPER LAYER <br />(CTR ON CORNER) OF SLAB REINFORCING <br />SEE NOTE ABOVE <br />SLAB EDGE 10 <br />N (2)#4 X 6-0" <br />(CTR ON CORNER) NOTE <br />SEE NOTE ABOVE <br />SEE PLAN FOR ADD'L--' ' <br />SLAB REINF. <br />TYP. SLAB CORNER REINF. <br />TYPICAL BOND BEAM DETAIL <br />N.T.S. <br />STEP <br />LOCN. <br />�CONT. REBAR AT STEP <br />8" <br />W/ REINF. <br />JS <br />24" <br />STEP <br />LOCN. <br />BOND BEAM STEP DETAIL <br />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 />16GA. V-BAR <br />BRIDGING ATTACHED <br />TO FLANGES. <br />SEE NOTES FOR <br />SPACING. HORIZONTAL <br />5/8" SHEATHING <br />1-1/2" -20GA. <br />STRAP BRIDGING <br />BRIDGING <br />OPTION #1 <br />HORIZONTAL <br />BRIDGING <br />OPTION #2 <br />5/8" SHEATHING — �— STEEL STUD <br />1-112" 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"x2N16GA. CLIP ANGLES CUT TO LENGTH 1/4" LESS THAN STUD WIDTH. <br />48 BAR DIAMETER <br />SPLICE LENGTH <br />EL= SEE PLAN NOTES <br />T.O. BOND BM. <br />MASONRY U-BLOCK <br />BOND BEAM WITH <br />(1) #5 CONT. FOR <br />8" & 12" WALL. <br />SUPPORT <br />1/2" PLATE <br />CONCENTRATED LOAD - <br />COORDINATE WITH EQUIPMENT <br />SUPPLIER IF NOT STATED <br />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 21/2"x 21/2"x 1/4" FOR MECH. <br />(MIN. WEB REINF. FOR EQUIPMENT <br />JOIST). OR ACCESSORY <br />BY EQUIPMENT <br />SUPPLIER <br />TYPICAL JOIST REINFORCING <br />AT CONCENTRATED LOAD <br />N.T.S. <br />1'-0" <br />0 <br />INTERSECTION BARS MATCH a <br />SIZE AND QUANTITY OF <br />LARGER BAR IN FOOTINGS, <br />WALLS AND BEAMS <br />INTERSECTION BAR(S) DETAIL <br />2'-0" <br />I SCORNER BARS MATCH <br />SIZE AND QUANTITY OF <br />LARGER BAR IN FOOTINGS, <br />WALLS AND BEAMS <br />CORNER BAR(S) DETAIL <br />TYPICAL BAR DETAILS <br />GUTHERMAN STRUCTURAL INC. <br />Af$0 CROWN OAK CENTRE DRIVE <br />LONGWOOD, FL 32750 <br />P: 407-701.0875 <br />u erman <br />STRUCTURAL <br />L <br />0 <br />• <br />zV <br />I� <br />es <br />��z <br />�rJ <br />IZI- <br />1�1 <br />2: o <br />`T A o <br />�� D Lc)) c.0 <br />p o N <br />Q <br />C!� <br />CC <br />� Vw��z <br />('3Y M� <br />~QI�Q <br />v <br />rVZUcy)cn <br />N� w <br />N 2 <br />LL <br />L � � <br />94 MM <br />• <br />0 <br />05-11-18 <br />GUTH. ERM 1�el <br />VZCENSF <br />No.60880 <br />* * >k = <br />0 STATE OF <br />O p.. <br />',SSIONAL• <br />John Gutherman Jr., P.E. <br />FL" REG. #6o88o <br />CONTRACT DATE: <br />BUILDING TYPE: <br />ONE-OFF <br />PLAN VERSION: <br />N/A <br />SITE NUMBER: <br />XXXXX <br />STORE NUMBER: <br />XXXXXX <br />TENANT SHELL <br />ZEPHYRHILLS, FLORIDA <br />TYPICAL <br />DETAILS <br />SOm2 <br />PLOT DATE: 5-11-18 <br />