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SEE MASONRY NOTES <br />FOR SIZE & SPACING <br />OF MASONRY <br />REINFORCING <br />CONTINUOUS <br />DOVETAIL SLOT <br />Emmm <br />ILI 'A IFri <br />11 <br />Ninoi '.iiel <br />a .... FA <br />CONCRETE COLUMN <br />SEE PLAN FOR SIZE & <br />REINFORCING <br />VERTICAL REINFORCING, <br />SEE PLAN FOR SIZE & <br />SPACING <br />CONCRETE COLUMN TO <br />MASONRY CONNECTION <br />LAP SPLICE SCHEDULE FOR SINGLE <br />REINFORCED 8" CMU WALL <br />BAR SIZE <br />LAP SPLICE <br />REMARKS <br />#3 <br />1811 <br />#4 <br />24" <br />#5 <br />30" <br />#6 <br />3611 <br />LAP SPLICE SCHEDULE SINGLE <br />REINFORCED 8" CMU WALL <br />LAP SPLICE SCHEDULE FOR DOUBLE <br />REINFORCED 8" CMU WALL <br />BAR SIZE <br />LAP SPLICE <br />REMARKS <br />#3 <br />18" <br />#4 <br />24" <br />#5 <br />30" <br />#6 <br />36" <br />LAP SPLICE SCHEDULE <br />DOUBLE REINFORCED <br />4-022 8" CMU WALL <br />CMU LINTEL SCHEDULE <br />WALL <br />THICKNESS <br />LINTEL <br />DEPTH <br />BOTTOM <br />REINFORCING <br />TOP <br />REINFORCING <br />STIRRUPS <br />& SPACING <br />NOTES <br />PCL-1 <br />8" <br />2#5 <br />- <br />- <br />- <br />PCL-2 <br />16" <br />2#5 <br />2#5 <br />- <br />- <br />PCL-3 <br />24" <br />2#5 <br />2#5 <br />#3 @ 8" <br />- <br />7 5/8" <br />op 1 1/4" 1/2" <br />DOWEL <br />LOCATION <br />4-023 <br />Q SEE SCHED. <br />z FOR REINF., <br />z z # TYP. <br />J CONCRETE <br />z z < N %' FILLED, TYP. <br />p•' ! in s •• ' - .'! <br />00 <br />WALL WALL WALL <br />WIDTH WIDTH WIDTH <br />PCL-1 PCL-2 PCL-3 <br />NOTES: <br />1. PRECAST CONCRETE LINTELS CAN BE INSTALLED AT ALL OPENINGS PER SCHEDULE. <br />CAST IN PLACE CONCRETE LINTELS SHALL BE PLACED WHERE SHOWN ON PLANS. ' Q <br />SUBSTITUTED UPON APPROVAL BY ENGINEER. J z <br />2. GROUTED LINTEL (THROUGH) BLOCKS SHALL EXTEND A MINIMUM OF 8" BEYOND z O <br />FACE OF OPENING EACH SIDE UNLESS NOTED OTHERWISE. THE FIRST TWO Q • g z <br />VERTICAL CELLS EACH OF THE OPENING SHALL BE GROUTED AND CONTAIN (2) #5 z 0 M <br />VERTICAL EACH FACE. r - <br />NOTE: THE FIRST CELL EACH SIDE OF THE OPENING SHALL BE GROUTED TO LINTEL z N <br />LEVEL. SECOND CELL SHALL BE GROUTED TO ROOF LEVEL. - • ' :' <br />3. SEE SPECIFIC DETAIL FOR BRICK LEDGE SUPPORT ANGLE OF LOOSE LINTEL <br />SCHEDULE. <br />4. CONSTRUCTION/CONTROL JOINT SHALL NOT BE LOCATED WITHIN WIDTH OF WALL WALL <br />OPENING, NOR SHALL IT BE LOCATED WITHIN 24" OF THE OPENING ON EITHER SIDE. <br />5. CONCRETE LINTEL BEARING EACH SIDE OF LINTEL TO BE EQUAL TO DEPTH OF WIDTH WIDTH <br />LINTEL, TYPICAL UNLESS NOTED OTHERWISE. <br />CIPL-1 CIPL-2 <br />TYP. PRECAST/C.I.P. LINTEL DETAIL <br />PRE -FABRICATED CURB <br />1/2" 0 A36 BOLTS FOR MECH. EQUIP. <br />AT 24" O.C. <br />1/4" WASHER METAL DECK- <br />SEE PLAN <br />DRY PACK W/ NON - <br />STEEL JOIST TOP SHRINKAGE NON - <br />CHORD MEMBER METALLIC GROUT <br />PLATE WASHER <br />PL 1/4'x3"x3" <br />CONNECTION OF PRE -FABRICATED <br />L: <br />SEE SCHED. <br />FOR REINF., <br />,. <br />TYP. <br />WALL <br />00. <br />WIDTH <br />CIPL-3 <br />4-033 <br />PRE -FABRICATED CURB <br />1/2" 0 A36 BOLTS FOR MECH. EQUIP. <br />AT 24" O.C. <br />DRY PACK W/ <br />NON -SHRINKAGE METAL DECK - <br />NON-METALLIC SEE PLAN <br />GROUT <br />L4x4x1/4 (PER <br />DETAIL 5-302) <br />STEEL JOIST <br />BEYOND - SEE PLAN <br />4-005 <br />BOTT. LINTEL <br />SEE ARCH. <br />TYPICAL PRECAST <br />LINTEL SECTION <br />VERTICAL REINF. <br />SEE PLAN <br />PRECAST LINTEL, <br />SEE SCHEDULE <br />4-033 <br />4-031 <br />L6x4x3/8" <br />DECK ANGLE <br />METAL DECK W/ 3/4" o HILTI <br />SEE PLAN HITS @ 24" <br />O.C. <br />EACH SIDE. 11 <br />DBL BOND BEAM <br />W/ (2) #5 CONT. <br />CMU WALL SEE <br />PLAN FOR SIZE <br />AND REINF. <br />BRACE SCHEDULE <br />"L1 & L2" <br />L <br />ANGLE SIZE <br />6'-0" <br />2" X 2" X 3/16" <br />8'-0" <br />3" X 3" X 3/16" <br />12'-0" <br />4" X 4" X 1/4" <br />NOTE: <br />MAXIMUM SPACING OF WALL BRACING SHALL NOT EXCEED U-0" ON <br />CENTER UNLESS NOTED OTHERWISE IN PLANS OR SECTIONS. <br />TYPICAL INTERIOR <br />IV V IV-LVHV CSCf�KI IV V <br />WALL BRACE DETAIL 4-099 <br />PRE -FABRICATED CURB FOR <br />MECH. EQUIP. DESIGNED BY <br />OTHERS. MUST BE DESIGNED <br />TO RESIST ALL APPLICABLE LOADS <br />AS REQUIRED BY FLORIDA BUILDING <br />CODE <br />1 /2" 0 A36 BOLTS AT 24" O.C. _\ <br />CURB TO BE DESIGNED TO <br />TRANSFER WIND LOADS <br />(TENSILE & SHEAR) INTO ANGLE <br />METAL DECK, \ I ROOF OPENING <br />SEE PLAN <br />L4x4x1/4 <br />STEEL JOIST <br />BEYOND <br />CONNECTION OF PRE -FABRICATED <br />CURB TO ROOF STRUCTURE WHEN <br />CURB TO ROOF STRUCTURE WHEN I ANGLES SPANNING BETWEEN � I SUPPORTED BY ANGLES SPANNING - <br />SUPPORTED <br />BY ROOF JOIST 5-089 ROOF JOIST 5-090 BTW. ROOF JOIST 5-093 <br />CONNECTION OF PRE -FABRICATED <br />CURB TO ROOF STRUCTURE <br />WHEN SUPPORTED BY 4x4x1 /4 <br />BOTT. LINTEL <br />SEE ARCH. <br />TYPICAL CAST IN <br />PLACE LINTEL SECTION <br />TYP LINO 1/8 3" <br />1/8 V 3" <br />VERTICAL REINF. <br />SEE PLAN <br />CAST IN PLACE <br />LINTEL <br />W.P. (HIGH POINT) <br />EL.- SEE PLAN <br />(UNDERSIDE OF <br />MTL DECK) <br />2 1/2" MIN. <br />NOTE 1 <br />OPEN WEB <br />JOISTS SEE <br />PLANS <br />@ POINT LOAD <br />BETWEEN JOIST PANEL <br />POINTS ADD L 2 X 2-r-- <br />3/16 <br />JST. SPACING <br />4-032 <br />2 1/2" MIN. <br />BEARING TYP <br />SUPPORTING STEEL <br />MEMBER -SEE PLAN <br />TIE - <br />BEAM <br />COLUMN <br />@ POINT LOAD BETWEEN <br />JOIST PANEL POINTS <br />ADD L2X2X3/16 <br />z <br />a W.P. (LOW POINT) <br />w 2 1/2" MIN. EL.- SEE PLAN <br />L NOTE 1 (UNDERSIDE OF <br />MTL DECK) <br />�-a — NUMBER OF ROWS & <br />TYPE <br />OF BRIDGING PER <br />SEE PLAN MANUFACTURER <br />SPECIFICATIONS. <br />SPANDREL <br />BEAM <br />BRIDGING <br />I <br />BLDG. END <br />BAY ' D ' <br />NOTES: BAY <br />1. BEARING ENDS OF SLOPED JOISTS SHALL BE HORIZONTAL TO OBTAIN FULL CONTACT WITH SUPPORTING MEMBERS. <br />2. AT END BAYS, EXTEND ALL BOTTOM CHORDS & CONNECT TO SPANDREL BEAMS. <br />3. CEILING EXTENSIONS ARE REQUIRED FOR O.W.J. ABOVE HUNG CEILING AREAS WHERE SHOWN ON ARCH. DRAWINGS. <br />TYP nPFN WFR .IC)I.';T nFTAII ,; - .,;I (rpm ROOF 5-201 <br />TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE <br />STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING <br />CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE <br />NAMASTER <br />CONSULTING <br />ENGINEERS, INC. <br />STRUCTURAL CONSULTANTS <br />5523 WEST CYPRESS ST., STE.200 <br />TAMPA, FLORIDA 33607-1735 <br />P 1813.287.3600 F 1813.287.3622 <br />www.mcengineers.com <br />THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY <br />OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED, <br />COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN <br />AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. <br />CA: 8426 PROJ NO. 2049-022 <br />© COPYRIGHT 2016 <br />Furr, <br />Wegman 8� <br />Banks <br />Architects, P.A. AR0006480 <br />625 EAST ORANGE 9. <br />LAKELAND, FL 33801 <br />E-MAIL INFO@FWBARCHITECTS.COM <br />WWW.FW BARC H ITECTS.COM <br />PH. 863.688.1211 <br />0 COPYRIGHT 2021 <br />FURR, WEGMAN & BANKS ARCHITECTS, PA <br />THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE <br />PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. <br />NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS <br />AUTHORIZED WHHOUTSPECIFIC WRITTEN PERMISSION. <br />ALL RIGHTS RESERVED. <br />oog0000040000004pp <br />0000 <br />FL; <br />Boa ••.•� �• <br />a 9.0 C E N S•�'•e ��pp <br />F Fpp <br />P0� <br />081 � *Q <br />O-p• •moo <br />° •• E OF <br />p0 <br />Opp <br />s• :C 1 Op•.�?q <br />ood <br />Op��Q��4� <br />NA L qoo <br />b00i1000 <br />ROBERT L. BELL, P.E. <br />FL. LIC. No. 74081 <br />J <br />z <br />0 <br />w <br />w <br />_ <br />_ <br />z <br />O_ <br />I - <br />a <br />it <br />U <br />U) <br />w <br />0 <br />z <br />0 <br />> <br />w <br />w <br />H <br />Q <br />0 <br />N <br />O <br />N <br />ti <br />N <br />00 <br />O <br />W <br />Q <br />F_ <br />W <br />Z <br />O <br />Q <br />U <br />z <br />o <br />U <br />J <br />J� <br />Q <br />m <br />F_ <br />CO <br />LJJ <br />z Z LO <br />(n <br />O <br />L i M <br />U <br />J <br />oU- <br />.01 <br />O <br />U <br />=�Cn <br />ZJ <br />L.J- <br />Ica Q 7 <br />U) <br />>- <br />> 0- °' <br />I— <br />a <br />Cn Q co N <br />= <br />a <br />PROJ MGR: <br />CKD BY: <br />JOB NUMBER: <br />21-19 <br />SHEET NUMBER: <br />S305 <br />