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u C 0 u 0 a I I I I I I I I F I I I I I I I I I I I I I I I i I I I I I I I I I I 1 I I I N 0 1* J Q i F- w 1 Lu w I I I I I I I I I I I I I I I I I I I I I I I I I ► I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ELEVATION NOTE: PROVIDE INSPECTION PORT AT BOTTOM OF LIFT GREATER THAN 4'- 0" IN HEIGHT. C; LL H 2 C; a LL LL U; C" z z LL I1 C TYP MASONRY WALL DETAIL (SEE AKL;HI I EL; 1) TYPICAL LINTEL OVER OPENING SEE FOUNDATION - PLAN FOR MASONRY SIZE & REINFORCING 1/2" PREMOLDED — JOINT FILLER AND SEALANT CONCRETE SLAB ON GRADE, SEE PLAN FOR BALANCE OF INFO DOWELS TO MATCH 9 GAUGE TRUSS TYPE REINFORCING @ 16" O.C. VERTICAL VERTICAL WALL REINFORCING, SEE PLAN AND SECTIONS PLAN LINTELS FOR WALLS SHOULD HAVE A CAPACITY OF 1500 PLF, UNLESS NOTED OTHERWISE PROVIDE LINTEL W/ SLOT AT END TO ALLOW FOR VERTICAL BAR REINFORCING TO PASS THRU CONTINUOUSLY PRECAST LINTEL, SEE SCHEDULE 4-033 ADDITIONAL VERTICAL BARON EACH SIDE OF OPENING FINISHED FLOOR SEE PLAN f%AI II I! CAflU PREMOLDED `- VERTICAL WALL RUBBER INSERT REINFORCING SEE PLAN MASONRY CONTROL AT REGULAR BLOCKS NOTE: DISCONTINUE HORIZONTAL REINFORCING AT JOINT CAULK EACH - SIDE OF JOINT PREMOLDED - RUBBER INSERT • 2 5/8"0 X 3'-0" SMOOTH BARS, GREASE ONE END TO BREAK BOND. STOP HORIZONTAL WIRE TIE BARS ON REINFORCING OF ONE SIDE OF JOINT CONCRETE BEAM/KNOCK-OUT VERTICAL WALL BLOCKS @ JOINT EXCEPT REINFORCING SEE @ ROOF DIAPHRAGM PLAN MASONRY CONTROL AT CONC. BEAM/KNOCK-OUT BLOCKS NOTE: DISCONTINUE HORIZONTAL REINFORCING AT JOINT NOTE: 1. MAXIMUM SPACING OF CONTROL JOINT EQUALS 24'-0" OR THREE TIMES WALL HEIGHT (WHICH EVER IS SMALLER) 4-001 MASONRY CONTROL JOINT 4-002 4-005 VERTICAL WALL #4 AT 32" O.C. BEND REINFORCING BARS INTO SLAB 1/2" PREMOLDED CONCRETE SLAB JOINT FILLER AND ON GRADE, SEE SEALANT PLAN FOR BALANCE OF INFO L....._..._.. : . CONCRETE FILL ALL CELLS SOLID BELOW SLAB ON r GRADE d- s ALT DIRECTION y OF HOOK CONCRETE • r • FOOTING, SEE _ FOUNDATION PLAN & SCHEDULE SEE PLAN `- FOR SIZE & _ '� REINFORCING PARTIAL CMU T.O. SLAB °p T.O. SLAB L= SEE PLAN a X—X—X= -� -�k ` EL= SEE PLAN CONCRETE FILL ALL (1) #5 CONT. CELLS SOLID BELOW SLAB ON GRADE z • •ry •`. z: ALTERNATE w DIRECTION OF W w HOOKS - — w IT WALL SECTION 4-015 CONCRETE FOOTING, SEE _ a FOUNDATION SEE PLAN co U PLAN & SCHED. FOR SIZE & REINFORCING SLAB HAUNCH BEARING ON CMU WALL SECTION 4-017 NOTE #7 TYPICAL NOTE #4 TYPICAL NOTE #8 TYPICAL NOTE #9 TYPICAL CONTROL „OFF. F SEE NOTE #10 VERTICAL REINFORCING, SEE PLAN FOR SIZE & SPACING COMPRESSIVE MATERIAL CAULK EACH SIDE MAXIMUM SPACING 24'-O" L TrlV/'1L /-%DVATC a BELLOW OPENING 0 h C u F 3 C u u u %1 I i 1 I I 8" 8"N MIN MIN 7T PROVIDE LINTEL AT OPENINGS THAT EXCEED 16" WIDE DOWEL AT LOCATIONS WHERE OPENING CONFLICTS W/ TYPICAL WALL REINFORCING LINTELS FOR WALLS -SHOULD HAVE A CAPACITY OF 1500 -PLF, UNLESS NOTED OTHERWISE PRECAST LINTEL BY -PRECAST MANUFACTURER IF -OPENING IS ABOVE CEILING USE LINTEL & 4F OPENING IS BELOW CEILING USE U-BLOCK -AS SHOWN IN DETAIL 4-005 TYPICAL LINTEL OVER DUCT 4-004 OPENING CMU WALL REINFORCING LAYOUT I► boin 3/4" EXPANSION JOINT SEE MASONRY NOTES FOR SIZE & SPACING OF MASONRY REINFORCING CONTINUOUS DOVETAIL SLOT CONCRETE COLUMN, SEE PLAN FOR SIZE AND REINFORCING CONCRETE COLUMN TO MASONRY CORNER CONNECTION 1�] NOTES: 1. VERTICAL WALL REINFORCING SHALL ALIGN WITH VERTICAL FOUNDATION DOWELS. DOWELS SHALL BE PLACED AS SHOWN ON DETAILS WITH STANDARD ACI HOOK DIRECTLY ON TOP OF BOTTOM LAYER OF FOOTING REINFORCING. REFER TO CMU SEE FOUNDATION - WALL REINFORCING SCHEDULE ON PLAN FOR PLAN FOR MASONRY SIZE AND SPACING. SIZE & REINFORCING 2. TYPICAL VERTICAL WALL REINFORCING TO BE PLACED AS SHOWN ON DETAILS. GROUT 1/2" PREMOLDED - CELLS FULL THAT CONTAIN REINFORCEMENT. JOINT FILLER AND 3. REFER TO CMU LINTEL SCHEDULE FOR SIZE, SEALANT LOCATION AND QUANTITY OF LINTEL REINFORCEMENT. CONCRETE SLAB ON 4. VERTICAL REINFORCING BARS MAY BE GRADE SEE PLAN SPLICED IN 6'-0" TO 8'-0" LENGTHS. FOR BALANCE OF 5. HORIZONTAL WALL REINFORCING SHALL BE INFO TRUSS TYPE AT 16" O.C. ABOVE GRADE AND 8" O C BELOW GRADE UNLESS OTHERWISE DOWELS TO MATCH VERTICAL WALL REINFORCING SLAB ON GRADE NOTED ON PLANS AND DETAILS. X: -- x -= •= .=>c= C - 0" f DISCONTINUE AT CONTROL JOINTS. 6. CONTRACTOR SHALL USE THE LOW LIFT METHOD OF GROUTED MASONRY CONCRETE FILL ALL --' CONSTRUCTION UNLESS CLEAN OUTS ARE CELLS SOLID PROVIDED AT EACH VERTICAL REINFORCING BELOW SLAB ON BAR. GRADE q — 7. REFER TO PLANS AND DETAILS FOR SIZE AND ` '.b: '' ` •< ' ' LOCATION OF BOND BEAMS AND QUANTITY ALT DIRECTION j OF REINFORCING. LAP REINFORCING 24" OF HOOK MINIMUM. DISCONTINUE BOND BEAMS AT CONTROL JOINTS. CONCRETE FOOTING, 8. REFER TO LINTEL SCHEDULE NOTES FOR SEE FOUNDATION — VERTICAL BARS ADJACENT TO OPENING. PLAN &SCHEDULE 9. PROVIDE VERTICAL WALL REINFORCING IN FOR SIZE & SEE PLAN cal FIRST CELL NEXT TO CONTROL REINFORCING JOINTS/CORNERS/OPENINGS, TYPICAL. 10. VERTICAL CONTROL JOINTS SHALL TERMINATE AT TOP OF FOOTING. 11. PROVIDE CORNER BARS TO MATCH TYPE AND QUANTITY OF HORIZONTAL WALL PARTIAL CMU REINFORCING, TYPICAL. 4-009 WALL SECTION g 0- w w U) 4-012 TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE U) z z ~L_z — ��o Z)zz0 h- Owz U2=i Lu 2; 0�Cn U�5O� Q u- z �OWw oWOfh=- cnwp0 0ZZC) z7Qw awNZ oz-, z¢uSw OZ_j UOz UILL! FnD wl=za cn=Ww �wYm W�oi:� UOzi =0�-2 ~Z02 z-Z- z�LUw 3LCU)a O -I O C� �2wz Cf)IL- O0o < U) u_ -wm-F 0U)z z z z WUU� <u-0 tY = �Qcn z mOUH wU U Z ww ILI- �w 0�u� OLL ��j wz H w cn�Lu F- UQ�� z ?�Oc~i� MASTER CONSULTING ENGINEERS, INC. STRUCTURAL CONSULTANTS 5523 WEST CYPRESS ST., STE.200 TAMPA, FLORIDA 33607-1735 P 1813.287.3600 F 1813.287.3622 www.mcengineers.com THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. CA: 8426 PROD NO. 2049-022 © COPYRIGHT 2016 Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL INFO@FWBARCHITECTS.COM WW W.FWBARCHITECTS.COM PH. 863.688.1211 ® COPYRIGHT 2D21 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUTSPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. �0000000000�ppp� a:b'G•�•\CENq •e��a0 O• • o* 0 4 81 � *� � r o r °off E OF 'W'•g Wp O a�pOO�•• �� Z( gyp. •G�a •. •.• a Opd�S0 0 / 0 4b0 ROBERT L. BELL, P.E. FL. LIC. No. 74081 J z O Li w 2 H z 0 h- n. U rn w z O w rY w 0 aN M L" CO N O N N O 0 W Q Z W (� U Z 0 U o J J� Q 0 Im F- W ZZ L o 0 =w M U �LL O cn O U =� o= r >- > 0) = a (� Q (0 N a PROJ MGR: CKD BY: JOB NUMBER: 21-19 SHEET NUMBER: S304