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DRAWINGSEXISTING CONCRETE BEAM. EXISTING EMBEDDEL STEEL PLA _LD TO EX/STING PLA TE. -W TS. COLUMNS (Fy = 36 KSI) TYPICAL CAP PLATE DETAIL FOR REUSABLE EXISTING TOP PLATE SCALE: 1/2"=1'-0" cxr=NWR4�. CONSTRUCTION NOTES: I. ALL CONSTRUCTION SHALL CONFORM TO ALL CODE REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON THIS PROJECT PRIOR TO BEGINNING CONSTRUCTION. NOTIFY ARCHITECT IN WRITING IMMEDIATELY OF ANY DISCREPANCIES, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. 3. ALL PRODUCTS AND MATERIALS SHALL BE APPLIED OR INSTALLED ACCORDING TO MANUFACTURER'S PUBLISHED INSTRUCTIONS, OR IF NO INSTRUCTIONS EXIST, APPLY OR INSTALL AS PER STANDARD INDUSTRY PRACTICE. 4. SUBMIT A COPY OF THE CONTRACT DOCUMENTS (THAT WERE ISSUED FOR PERMIT) TO THE ARCHITECT WHEN RETURNED BY THE BUILDING DEPARTMENT AFTER PERMIT 15 ISSUED. THIS WILL ALLOW THE ARCHITECT TO INCORPORATE ANY BUILDING DEPARTMENT NODI H CATI ONS INTO THE CONTRACT DOCUMENTS PRIOR TO START OF CONSTRUCTION. 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT (IN WRITING) IMMEDIATELY OF ANY ERRORS AND OMISSIONS ON THESE DRAWINGS. NEW 2500 PSI CONCRETE PEDESTAL WRAP. COA T COLUMN WITH MASTIC & COVER WITH BUILD/NG PAPER. EXISTING EMBEDDED STEEL PLA TE. NEW IS. 4':Y4 "M/4" COLUMNS (Fy = 36 KS/) EXIST/NG CONCRETE SLAB & THICKENED EDGE. TYP. 1 7—� WELD TO EXISTING PLATE. 4" `—EXISTING FOOT/NG PAD. TYPICAL BASE PLATE DETAIL FOR REUSABLE EXISTING BASE PLATE 3 SCALE: 1/2"=V-0" SCALE: 1 /2"=1'-0" STRUCTURAL STEEL: SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS (UNLESS NOTED OTHERWISE). PLATES, SHAPES, ANCHORS BOLTS -A36-, PIPE COLUMNS A-501, WELDS AWS A 5-1, E-70XX ELECTRODE. STEEL TO RECEIVE SHOP COATS AND FIELD TOUCH-UP OF PAINT IN ACCORDANCE WITH SSPC SPECIFICATIONS. ALL WELDING, SHOP FABRICATION AND SHOP PAINTING SHALL CONFORM TO THE AISC SPECIFICATIONS (EIGHTH EDITION), FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW. GENERAL STRUCTURAL NOTES: ERECTION: THE BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE ERECTION AND SAFE STABILITY OF THE FRAME UNTIL THE STRUCTURAL SYSTEM IS COMPLETE AND CAPABLE OF RESISTING ALL DESIGN FORCES. MAKE ADEQUATE PROVISIONS FOR ERECTION STRESSES AND FOR SUFFICIENT TEMPORARY BRACING TO KEEP THE STRUCTURAL SYSTEM PLUMB AND IN TRUE ALIGNMENT UNTIL COMPLETION. INCLUDING ALL THE ELEMENTS WHICH ARE A PART OF THE WIND RESISTING SYSTEN. ERECTION OPERATIONS, INCLUDING THE INSTALLATION OF TEMPORARY SHORING, SHALL BE CARRIED OUT WITHOUT LOADING PORTIONS OF THE STRUCTURAL FRAME AND NON-STRUCTURAL CONSTRUCTION IN EXCESS OF THEIR SAFE LOAD CARRYING CAPACITY. WHERE THE LOAD CAPACITY OF THE STRUCTURE MAY BE EXCEEDED, SHORE CONSTRUCTED PORTIONS OF THE STRUCTURE, AS REQUIRED, TO POSITIVE FOUNDATION SUPPORTS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DI MENSI ONS IN THE FIELD. ANY INSPECTIONS BY THE ARCHITECT ARE IN THE FORM OF RANDOM SAMPLING QUALITY ONLY AND DO NOT RELIEVE THE GENERAL CONTRACTOR FROM HIS RESPONSIBILITY OF BUILDING ACCORDING TO THE REVIEWED DRAWINGS. SHOP DRAWINGS: 7 DAYS FOR REVIEW PLUS TIME FOR REDRAWING OF CORRECTED ITEMS. SECURE WRITTEN REVIEW FROM THE ARCHITECT PRIOR TO FABRICATION, ERECTION OR INSTALLATION. ANY REVIEW BY ARCHITECT OF SUCH SHOP DRAWINGS DOES NOT RELIEVE THE GENERAL CONTRACTOR FROM HIS RESPONSIBILITY OF BUILDING ACCORDING TO CONTRACT DOCUMENTS UNLESS SPECIFICALLY NOTED OTHERWISE. NOTE: WIND DESIGN INFORMATION PROVIDE TEMPORARY SHORING FOR CODE EDITION: 2014 EDITION OF THE FLORIDA BUILDING CODE EXISTING STRUCTURE TO RELIEVE LOAD 170 M.P.H. (3 SECOND GUST) PRIOR TO CUTTING EXISTING STEEL COLUMNS. IMPORTANCE FACTOR = I BUILDING CATAGORY= 11 WIND EXPOSURE = "B" INTERNAL PRESSURE COEFF. = 0.15 MEAN ROOF HEIGHT = 23'-0" CONCRETE REPAIR NOTES: SPALLED CONCRETE: SHORE EXISTING CONCRETE BEAM BELOW TO GROUND LEVEL PRIOR TO PERFORMING ANY WORK. CHIP TO REMOVE ANY LOOSE CONCRETE BACK TO SOLID MATERIAL. SANDBLAST OR PRESSURE WASH AS REQUIRED TO CLEAN BOTH REINFORCING STEEL AND CONCRETE AS REQUIRED. PATCH REMOVED MATERIAL WITH SIKAQUICK VOH REPAIR MORTAR AND SI KADUR 32, HI -MODULUS HIGH STRENGTH EPDXY BONDING ADHESIVE. PREPARE AND INSTALL AS PER ALL MANUFACTURER'S PRINTED INSTRUCTIONS. PRODUCTS BY: SIKA CORPORATION 201 POLITO AVENUE LYNDHURST, NEW JERSEY 07071 (600) q33-7452 INSTALLATION REQUIRES MAXIMUM REPAIR AREAS AT ANY ONE TIME. ALLOW FOR CURING AS INSTRUCTED BY THE MANUFACTURER BEFORE ADDING NEXT LIFT. NOTIFY ARCHITECT OF ANY DESCREPANCIES FOUND UPON REMOVAL OF EXISTING CONCRETE PRIOR TO REINSTALLING NEW MATERIAL. ALL REPAIRS ARE TO BE PER THE INTERNATIONAL CONCRETE REPAIR INSTITUTE TECHNICAL GUIDELINES "GUI DELI NE NO. 310JR-2008". ARCHITECT WILL REQUIRE NOTIFICATION UPON REMOVAL OF EXISTING LOOSE MATERIAL FOR SITE OBSERVATION PRIOR TO REPLACING NEW MATERIAL. GENERAL CODE INFORMATION CODE - 2014 EDITION OF THE FLORIDA BUILDING CODE - 2014 EDITION OF THE FLORIDA EXISTING BUILDING CODE 5/8„ EXIST/NC CONCREit BEAM. IS. 4'X4'A4/4" MNS (Fy = 36 KSI) 3/4"0 X 4%2" EMBEDDED RETE SCREWS. A'rW BASE EX/ST/NG CONCRETE BEAM. SIDE VIEW PLAN VIEW STANDARD @ SECOND FLOOR ONL Y. USE ONL Y /F EXISTING BASE PLA TE IS DEEMED NOT USABLE (V.I.F.) STEEL COLUMN BASE DETAIL O3 SCALE: 1/2"=1'-0" I (2) 112"0 ALL -THREAD RODS (M/N. 3" NEW IS. \ COLUMN BELOW 4" =36 EMBED INTO EXIST'G. CONC. BEAM).(Fy ANCHOR W/ HIL TI HY-200 EPDXY. KSI) PROVIDE NUT & WASHER. MIN. 2" CLEAR FROM EDGES OF CONCRETE PL A N VIEW STANDARD @ SECOND FLOOR SLAB & ROOF BEAM. USE ONL Y IF EXISTING CAP PLATE IS DEEMED NOT USABLE (V.I.F.) STEEL COLUMN CAP PLATE DETAIL 60 SCALE: 1/2"=1'-0" AFFECTED UNITS (PER HOA): EA5IGATC- 70-D NEW IS. 4'X4'A%" COL UMNS (Fy = 36 KSI) ° A IrIA/ BASE EXISTING CONCRETE BEAM. ° (4) f/4"o X 4'/2'" EMBEDDED EXISTING 12» CONCRETE SCREWS. CONCRETE BEAM. SIDE VIEW PLAN VIEW STANDARD @ SECOND FLOOR ONL Y. USE ONL Y IF EXISTING BASE PLA TE IS DEEMED NOT USABLE (V.I.F.) STEEL COLUMN BASE DETAIL SCALE: 1/2"=V-0" NEW %2" THICK �4„ COLUMN CAP EXISTING CONCRETE N r 7 BEAM. LL A, (2) 1/2"0 ALL -THREAD RODS (MIN. 3" NEW IS. 4'X4'44" EMBED INTO EXIST'GG, CONC. BEAM). COLUMN BELOW (Fy =36 ANCHOR W/ HIL TI HY-200 EPDXY. KSI) PROVIDE NUT & WASHER. MIN. 2" CLEAR FROM EDGES OF CONCRETE PLAN VIEW STANDARD @ SECOND FLOOR SLAB & ROOF BEAM. USE ONL Y /F EXISTING CAP PLATE IS DEEMED NOT USABLE (VA F) STEEL COLUMN CAP PLATE DETAIL SCALE: 1/2"=l' -O" REMOVE STUCCO TO EXPOSE CONCRETE. AFTER NEW /NSTALLA TION, PA TCH TO MA TCH - EX/ST/NG CONSTRUCTION. (TYP.) SEE DETAIL #1 FOR TYPICAL CAP PLA TE DETAIL FOR REUSABLE EXIST/NG CAP PLA TE. SEE DETAIL #6 FOR TYPICAL CAP PLA TE DETAIL FOR UNUSABLE EXISTING CORNER CAP PLATE. SEE DETAIL #7 FOR TYPICAL CAP PLA TE DETAIL FOR UNUSABLE EX/ST/NG INTER/OR CAP PLATE. REPLACE EXISTING STEEL COLUMNS WITH NEW SEE DETAILS. SEE DETAIL #3 OR #6 FOR UNUSABLE BASE PLATE FOR CORNER 2ND FLOOR COL UMN. SEE DETAIL #4 OR #7 FOR UNUSABLE BASE PLA TE FOR IN 2ND FLOOR COLUMN. NO TE.- VERIFY IN FIELD EXISTING BASE PLA TE CONDITIONS USE SIKAQUICK VOH REPAIR MORTAR TO PA TCH EXIST/NG BEAM & SLABS AS REQUIRED. TYPICAL ONLY @ DETAIL 3 OR 4. SEE ADDI TONAL NOTES FOR DETAIL 6. REFER TO CONCRETE REPAIR NOTES SEE DETAIL #1 FOR TYPICAL CAP PLA TE DETAIL FOR REUSABLE EXIST/NG CAP PLA TE. SEE DETAIL #6 FOR TYPICAL CAP PLA TE DETAIL FOR UNUSABLE EX/ST/NG CAP PLA TE. REPLACE EXISTING STEEL COLUMNS -� WITH NEW SEE DETAILS. SEE DETA/L #2 FOR TYPICAL BASE PLA TE — DETAIL FOR REUSABLE EXISTING BASE PLA TE. SEE DETAIL #5 FOR TYP/CAL BASE PLA TE — DETA/L FOR UNUSABLE EXISTING BASE PLATE. GRADE EXISTING CONCRETE SLAB & THICKENED EDGE. EXISTING FOOTING PAD. PARTIAL TWO STORY ELEVATION SCALE: N.T.S. EXISTING ROOF STRUCTURE. EXISTING CONCRETE BEAM @ SECOND STORY. EXISTING CONCRETE BEAM @ SECOND FL OOR. SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 6671 CONCH COURT BOYNTON BEACH, FLORIDA 33437 (561) 596-7503 - THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. COPYRIGHT D 20 SCOTT D. DYER AHITEC ALL RIGHTS RESE ED sE��a SCOTT D. DYER AR -0011551 REVISIONS COMM. NO. 15-047 DATE 30 SEPTEMBER 2015 BOYNTON 56ACH, LORID.4 SHEET A 1 OF 1 STANDARD @ FIRST FLOOR ONL Y. USE ONL Y IF EXISTING BASE PLA TE /S DEEMED NOT USABLE (V./.F.) NEW 2500 PSI CONCRETE NEW IS. 4'X4'://4" PEDESTAL WRAP. COA T COLUMNS (Fy = 36 KS/) COLUMN WITH MASTIC & COVER WITH BUILD/NG EXISTING CONCRETE SLAB PAPER. & THICKENED EDGE. NEW 8'XS'X3/4" THK. BASE PLA TE W/ (3) 1/2" DIA, TYP. ALL- THREAD WELD TO EX/STING PLATE. RODS (M/N. 5" %4" EMBED INTO FOO TING). PROVIDE NUT & WASHER. EXIST/NG FOOTING PAD. NEW BASE PLATE DETAIL FOR UNUSABLE EXISTING BASE PLATE O SCALE: 1 /2"=1'-0" STRUCTURAL STEEL: SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS (UNLESS NOTED OTHERWISE). PLATES, SHAPES, ANCHORS BOLTS -A36-, PIPE COLUMNS A-501, WELDS AWS A 5-1, E-70XX ELECTRODE. STEEL TO RECEIVE SHOP COATS AND FIELD TOUCH-UP OF PAINT IN ACCORDANCE WITH SSPC SPECIFICATIONS. ALL WELDING, SHOP FABRICATION AND SHOP PAINTING SHALL CONFORM TO THE AISC SPECIFICATIONS (EIGHTH EDITION), FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW. GENERAL STRUCTURAL NOTES: ERECTION: THE BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE ERECTION AND SAFE STABILITY OF THE FRAME UNTIL THE STRUCTURAL SYSTEM IS COMPLETE AND CAPABLE OF RESISTING ALL DESIGN FORCES. MAKE ADEQUATE PROVISIONS FOR ERECTION STRESSES AND FOR SUFFICIENT TEMPORARY BRACING TO KEEP THE STRUCTURAL SYSTEM PLUMB AND IN TRUE ALIGNMENT UNTIL COMPLETION. INCLUDING ALL THE ELEMENTS WHICH ARE A PART OF THE WIND RESISTING SYSTEN. ERECTION OPERATIONS, INCLUDING THE INSTALLATION OF TEMPORARY SHORING, SHALL BE CARRIED OUT WITHOUT LOADING PORTIONS OF THE STRUCTURAL FRAME AND NON-STRUCTURAL CONSTRUCTION IN EXCESS OF THEIR SAFE LOAD CARRYING CAPACITY. WHERE THE LOAD CAPACITY OF THE STRUCTURE MAY BE EXCEEDED, SHORE CONSTRUCTED PORTIONS OF THE STRUCTURE, AS REQUIRED, TO POSITIVE FOUNDATION SUPPORTS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DI MENSI ONS IN THE FIELD. ANY INSPECTIONS BY THE ARCHITECT ARE IN THE FORM OF RANDOM SAMPLING QUALITY ONLY AND DO NOT RELIEVE THE GENERAL CONTRACTOR FROM HIS RESPONSIBILITY OF BUILDING ACCORDING TO THE REVIEWED DRAWINGS. SHOP DRAWINGS: 7 DAYS FOR REVIEW PLUS TIME FOR REDRAWING OF CORRECTED ITEMS. SECURE WRITTEN REVIEW FROM THE ARCHITECT PRIOR TO FABRICATION, ERECTION OR INSTALLATION. ANY REVIEW BY ARCHITECT OF SUCH SHOP DRAWINGS DOES NOT RELIEVE THE GENERAL CONTRACTOR FROM HIS RESPONSIBILITY OF BUILDING ACCORDING TO CONTRACT DOCUMENTS UNLESS SPECIFICALLY NOTED OTHERWISE. NOTE: WIND DESIGN INFORMATION PROVIDE TEMPORARY SHORING FOR CODE EDITION: 2014 EDITION OF THE FLORIDA BUILDING CODE EXISTING STRUCTURE TO RELIEVE LOAD 170 M.P.H. (3 SECOND GUST) PRIOR TO CUTTING EXISTING STEEL COLUMNS. IMPORTANCE FACTOR = I BUILDING CATAGORY= 11 WIND EXPOSURE = "B" INTERNAL PRESSURE COEFF. = 0.15 MEAN ROOF HEIGHT = 23'-0" CONCRETE REPAIR NOTES: SPALLED CONCRETE: SHORE EXISTING CONCRETE BEAM BELOW TO GROUND LEVEL PRIOR TO PERFORMING ANY WORK. CHIP TO REMOVE ANY LOOSE CONCRETE BACK TO SOLID MATERIAL. SANDBLAST OR PRESSURE WASH AS REQUIRED TO CLEAN BOTH REINFORCING STEEL AND CONCRETE AS REQUIRED. PATCH REMOVED MATERIAL WITH SIKAQUICK VOH REPAIR MORTAR AND SI KADUR 32, HI -MODULUS HIGH STRENGTH EPDXY BONDING ADHESIVE. PREPARE AND INSTALL AS PER ALL MANUFACTURER'S PRINTED INSTRUCTIONS. PRODUCTS BY: SIKA CORPORATION 201 POLITO AVENUE LYNDHURST, NEW JERSEY 07071 (600) q33-7452 INSTALLATION REQUIRES MAXIMUM REPAIR AREAS AT ANY ONE TIME. ALLOW FOR CURING AS INSTRUCTED BY THE MANUFACTURER BEFORE ADDING NEXT LIFT. NOTIFY ARCHITECT OF ANY DESCREPANCIES FOUND UPON REMOVAL OF EXISTING CONCRETE PRIOR TO REINSTALLING NEW MATERIAL. ALL REPAIRS ARE TO BE PER THE INTERNATIONAL CONCRETE REPAIR INSTITUTE TECHNICAL GUIDELINES "GUI DELI NE NO. 310JR-2008". ARCHITECT WILL REQUIRE NOTIFICATION UPON REMOVAL OF EXISTING LOOSE MATERIAL FOR SITE OBSERVATION PRIOR TO REPLACING NEW MATERIAL. GENERAL CODE INFORMATION CODE - 2014 EDITION OF THE FLORIDA BUILDING CODE - 2014 EDITION OF THE FLORIDA EXISTING BUILDING CODE 5/8„ EXIST/NC CONCREit BEAM. IS. 4'X4'A4/4" MNS (Fy = 36 KSI) 3/4"0 X 4%2" EMBEDDED RETE SCREWS. A'rW BASE EX/ST/NG CONCRETE BEAM. SIDE VIEW PLAN VIEW STANDARD @ SECOND FLOOR ONL Y. USE ONL Y /F EXISTING BASE PLA TE IS DEEMED NOT USABLE (V.I.F.) STEEL COLUMN BASE DETAIL O3 SCALE: 1/2"=1'-0" I (2) 112"0 ALL -THREAD RODS (M/N. 3" NEW IS. \ COLUMN BELOW 4" =36 EMBED INTO EXIST'G. CONC. BEAM).(Fy ANCHOR W/ HIL TI HY-200 EPDXY. KSI) PROVIDE NUT & WASHER. MIN. 2" CLEAR FROM EDGES OF CONCRETE PL A N VIEW STANDARD @ SECOND FLOOR SLAB & ROOF BEAM. USE ONL Y IF EXISTING CAP PLATE IS DEEMED NOT USABLE (V.I.F.) STEEL COLUMN CAP PLATE DETAIL 60 SCALE: 1/2"=1'-0" AFFECTED UNITS (PER HOA): EA5IGATC- 70-D NEW IS. 4'X4'A%" COL UMNS (Fy = 36 KSI) ° A IrIA/ BASE EXISTING CONCRETE BEAM. ° (4) f/4"o X 4'/2'" EMBEDDED EXISTING 12» CONCRETE SCREWS. CONCRETE BEAM. SIDE VIEW PLAN VIEW STANDARD @ SECOND FLOOR ONL Y. USE ONL Y IF EXISTING BASE PLA TE IS DEEMED NOT USABLE (V.I.F.) STEEL COLUMN BASE DETAIL SCALE: 1/2"=V-0" NEW %2" THICK �4„ COLUMN CAP EXISTING CONCRETE N r 7 BEAM. LL A, (2) 1/2"0 ALL -THREAD RODS (MIN. 3" NEW IS. 4'X4'44" EMBED INTO EXIST'GG, CONC. BEAM). COLUMN BELOW (Fy =36 ANCHOR W/ HIL TI HY-200 EPDXY. KSI) PROVIDE NUT & WASHER. MIN. 2" CLEAR FROM EDGES OF CONCRETE PLAN VIEW STANDARD @ SECOND FLOOR SLAB & ROOF BEAM. USE ONL Y /F EXISTING CAP PLATE IS DEEMED NOT USABLE (VA F) STEEL COLUMN CAP PLATE DETAIL SCALE: 1/2"=l' -O" REMOVE STUCCO TO EXPOSE CONCRETE. AFTER NEW /NSTALLA TION, PA TCH TO MA TCH - EX/ST/NG CONSTRUCTION. (TYP.) SEE DETAIL #1 FOR TYPICAL CAP PLA TE DETAIL FOR REUSABLE EXIST/NG CAP PLA TE. SEE DETAIL #6 FOR TYPICAL CAP PLA TE DETAIL FOR UNUSABLE EXISTING CORNER CAP PLATE. SEE DETAIL #7 FOR TYPICAL CAP PLA TE DETAIL FOR UNUSABLE EX/ST/NG INTER/OR CAP PLATE. REPLACE EXISTING STEEL COLUMNS WITH NEW SEE DETAILS. SEE DETAIL #3 OR #6 FOR UNUSABLE BASE PLATE FOR CORNER 2ND FLOOR COL UMN. SEE DETAIL #4 OR #7 FOR UNUSABLE BASE PLA TE FOR IN 2ND FLOOR COLUMN. NO TE.- VERIFY IN FIELD EXISTING BASE PLA TE CONDITIONS USE SIKAQUICK VOH REPAIR MORTAR TO PA TCH EXIST/NG BEAM & SLABS AS REQUIRED. TYPICAL ONLY @ DETAIL 3 OR 4. SEE ADDI TONAL NOTES FOR DETAIL 6. REFER TO CONCRETE REPAIR NOTES SEE DETAIL #1 FOR TYPICAL CAP PLA TE DETAIL FOR REUSABLE EXIST/NG CAP PLA TE. SEE DETAIL #6 FOR TYPICAL CAP PLA TE DETAIL FOR UNUSABLE EX/ST/NG CAP PLA TE. REPLACE EXISTING STEEL COLUMNS -� WITH NEW SEE DETAILS. SEE DETA/L #2 FOR TYPICAL BASE PLA TE — DETAIL FOR REUSABLE EXISTING BASE PLA TE. SEE DETAIL #5 FOR TYP/CAL BASE PLA TE — DETA/L FOR UNUSABLE EXISTING BASE PLATE. GRADE EXISTING CONCRETE SLAB & THICKENED EDGE. EXISTING FOOTING PAD. PARTIAL TWO STORY ELEVATION SCALE: N.T.S. EXISTING ROOF STRUCTURE. EXISTING CONCRETE BEAM @ SECOND STORY. EXISTING CONCRETE BEAM @ SECOND FL OOR. SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 6671 CONCH COURT BOYNTON BEACH, FLORIDA 33437 (561) 596-7503 - THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. COPYRIGHT D 20 SCOTT D. DYER AHITEC ALL RIGHTS RESE ED sE��a SCOTT D. DYER AR -0011551 REVISIONS COMM. NO. 15-047 DATE 30 SEPTEMBER 2015 BOYNTON 56ACH, LORID.4 SHEET A 1 OF 1