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DRAWINGSEXISTING CONCRETE BEAM. EXISTING EMBEDDEL STEEL PL. .LD TO EXISTING PLATE. . W Is 4'x4'X/4" COLUMNS (Fy = 36 KS/) TYPICAL CAP PLATE DETAIL FOR REUSABLE EXISTING TOP PLATE SCALE: 1/2"=V-0" 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 MODIFICATIONS 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 DRAWI NGS. NEW IS. 4'X4':4/4" COLUMNS (Fy = 36 KSI) NEW 2500 PSI CONCRETE EXISTING CONCRETE SLAB PEDESTAL WRAP. COAT & THICKENED EDGE. COLUMN WITH MASTIC & COVER WITH BUILDING PAPER. EXIST/NG EMBEDDED !!�TYP. STEEL PLATE. WELD TO EX/STING PLA TE. %4" EXISTING FOOTING PAD. TYPICAL BASE PLATE DETAIL FOR REUSABLE EXISTING BASE PLATE SCALE: 1/2"=V-0" STANDARD 4 FIRST FLOOR ONLY USE ONL Y If EXIST/NG BASE PLA TE IS DEEMED NOT USABLE (V.I.F.) NEW 2500 PSI CONCRETE NEW IS. 4'X4':4/4" PEDESTAL WRAP. COA T COLUMNS (Fy = 36 KSI) COLUMN WITH MASTIC & COVER WITH BUILDING EXISTING CONCRETE SLAB PAPER. & THICKENED EDGE. NEW 8'X8'X3/4" THK. BASE PLA TE W/ (3) 1/2" D/A, "TYP. ALL- THREAD WELD TO EXISTING PLATE. RODS (MIN. 5" j4" EMBED INTO FOO TING). PROVIDE NUT & WASHER. EXISTING FOOT/NG PAD. NEW BASE PLATE DETAIL FOR UNUSABLE EXISTING BASE PLATE n SCALE: 1/2"44' 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-I, 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: ERECTI ON: 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 SYSTEM. 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 DIMENSIONS 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 TINE 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: PROVIDE TEMPORARY SHORING FOR EXISTING STRUCTURE TO RELIEVE LOAD PRIOR TO CUTTING EXISTING STEEL COLUMNS. CONCRETE REPAIR NOTES: WIND DESIGN: WIND DESIGN IS BASED ON THE STANDARD BUILDING CODE (Ig7q EDITION) AS ALLOWED BY THE 2014 FLORIDA BUILDING CODE, EXISTING BUILDING PER SECTION 506 FOR REPAIRS TO STRUCTURAL ELEMENTS OF NON -SUBSTANTIAL STRUCTURAL DAMAGE. THE WIND DESIGN USED FOR THIS PERMIT 15 110 MPH. SPALLED CONCRETE: SHORE EXISTING CONCRETE BEAN 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 SI KAQUI CK VOH REPAIR MORTAR AND SI KADUR 32, HI -NODULUS 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 (800) 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 NTERNATIONALCONCRETE REPAIR INSTITUTE TECHNICAL GUIDELINES "GUIDELINE NO. 310JR-2008". ARCHITECT WILL REQUIRE NOTIFICATION UPON REMOVAL OF EXISTING LOOSE MATERIAL FOR SITE OBSERVATION PRIOR TO REPLACING NEW MATERIAL. GENERAL CODE /NFORMA TION CODE — 2014 EDITION OF THE FLORIDA BUILDING CODE — 2014 EDITION OF THE FLORIDA EXISTING BUILDING CODE 5181, EX/ST/NC CONCRE/t BEAM. TS. 4 "X4 "A414 " MNS (Fy = 36 KSI) 3/4"� X 4%2" EMBEDDED CRETE SCREWS. SIDE VIEW PLAN VIEW STANDARD © SECOND FLOOR ONLY USE ONL Y IF EXISTING BASE PLA TE IS DEEMED NOT USABLE (V.I.F.) STEEL COLUMN BASE DETAIL n SCALE: 1/2"=l' -O" r/G �%� (2) 1/2"0 ALL -THREAD RODS (MIN. J_ NEW IS. 4'X4'X4/4" EMBED INTO EX/ST'G. CONC. BEAM). COLUMN BELOW (Fy =36 ANCHOR W/ HIL TI HY-200 EPDXY. KSI) 40— PROV/DE NUT & WASHER. MIN. 2" CLEAR FROM EDGES OF CONCRETE PLAN VIEW STANDARD © SECOND FLOOR SLAB & ROOF BEAM. USE ONLY IF EXISTING CAP PLATE IS DEEMED NOT USABLE (VAF.) STEEL COLUMN CAP PLATE DETAIL SCALE: 1/2"=l' -O" AFFECTED UNITS (PER HOA-): \UESTGATE 23-H NEW IS. 4'X4'A BASE COLUMNS (Fy = 36 KSI) EX/STING 5/e" THICK CONCRETE BEAM. a 8 2 'N--(4) 3/4"v� X 4%2" EMBEDDED EX/STING 12" CONCRETE SCREWS. CONCRETE BEAM. SIDE VIEW PLAN VIEW STANDARD ® SECOND FLOOR ONLY USE ONL Y IF EXISTING BASE PLA TE /S DEEMED NOT USABLE (V.I.F.) j STEEL COLUMN BASE DETAIL SCALE: 1/2"=V-0" NEW l2" THICK /4„ COLUMN CAP EXISTING N I'ro�p BEAM. CONCRETE L (2) 1/20 ALL -THREAD RODS (MIN. 3" NEW TS. 4'X4'44" EMBED INTO EXIST'CONC. BEAM). COLUMN BELOW (Fy =36 G. ANCHOR W/ HIL TI HY-200 EPDXY. KSI) PROVIDE NUT & WASHER. MIN. 2" CLEAR FROM EDGES OF CONCRETE PLAN VIEW STANDARD 0 SECOND FLOOR SLAB & ROOF BEAM. USE ONL Y IF EXISTING CAP PLATE IS DEEMED NOT USABLE (V.I.F.) STEEL COLUMN CAP PLATE DETAIL SCALE: 1/2"=l' -O" REMOVE STUCCO TO EXPOSE CONCRETE. AFTER NEW INSTALLA TION, PA TCH TO MA TCH - EXISTING CONSTRUCTION. (TYP.) SEE DETAIL #1 FOR TYPICAL CAP PLA TE DETAIL FOR REUSABLE EX/ST/NG CAP PLATE. SEE DETAIL 06 FOR TYPICAL CAP PLA TE DETAIL FOR UNUSABLE EXISTING CORNER CAP PLA TE. SEE DETAIL #7 FOR TYPICAL CAP PLA TE DETAIL FOR UNUSABLE EXISTING INTERIOR CAP PLA TE. REPLACE EXISTING STEEL COLUMNS WITH NEW SEE DETAILS. SEE DETAIL #3 OR #6 FOR UNUSABLE BASE PLATE FOR CORNER 2ND FLOOR COLUMN. SEE DETAIL #4 OR #7 FOR UNUSABLE BASE PLATE FOR INTERIOR 2ND FLOOR COLUMN. NOTE - VERIFY IN FIELD EXIST/NG BASE PLA TE CONDITIONS USE SIKAQUICK VOH REPAIR MORTAR TO PA TCH EXISTING BEAM & SLABS AS REQUIRED. TYPICAL ONLY DETAIL 3 OR 4. SEE ADD/TONAL NOTES FOR DETAIL 6. REFER TO CONCRETE REPAIR NOTES SEE DETAIL #1 FOR TYPICAL CAP PLA TE DETAIL FOR REUSABLE EXISTING CAP PLATE. SEE DETAIL #6 FOR TYP/CAL CAP PLA TE DETA/L FOR UNUSABLE EXISTING CAP PLA TE. REPLACE EXIST/NG STEEL COLUMNS WITH NEW SEE DETAILS. SEE DETAIL #2 FOR TYPICAL BASE PLA TE — DETA/L FOR REUSABLE EXISTING BASE PLA TE. SEE DETA/L #5 FOR TYPICAL BASE PLA TE — DETAIL FOR UNUSABLE EXISTING BASE PLA TE. GRADE EXISTING CONCRETE SLAB & THICKENED EDGE. EX/ST/NG FOOT/NG PAD. PARTIAL TWO STORY ELEVATION SCALE: N.T.S. BASE EXIST/NG CONCRETE BEAM. EXISTING ROOF STRUCTURE. EX/ST/NG CONCRETE BEAM SECOND STORY. EXISTING CONCRETE BEAM ® SECOND FLOOR. LL 0t er AIS va k f wive viiia permis shad cokifarm viiy cf ;`oynian seach E.ildi ,c 'vat.. SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 6671 CONCH COURT BOYNTON BEACH, FLORIDA 33437 (561) 596-7503 Ll 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 C) 2016 SCOTT D. DYER ARCHITECT ALL RIGHTS RESERVED �( SCOTT D. DYER AR -0011551 II REVISIONS 11 COMM. NO. 16-018 DATE 10 MAY 2016 ON 55ACH, PLOR I VA SHEET A-1 OF 1