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111911 - 111 1111 1 11 - - 1011111 <br />COORDINATE TOP OF CONCRETE W/ <br />LIFT REQUIREMENTS <br />3" STEP /- #8 SCREWS @ 12" O.C. <br />EXISTING FLOOR <br />CONCR�TN <br />10 <br />FOUNDAT 0 NEW FLOOR MEMBER <br />SEE PLAN SEE PLAN <br />( ) Si --i�O=V_ <br />NEW CMU WALL CONNECTION <br />SCALE: 3/4"=V-0" <br />SEE PLAN <br />FOR FLOOR <br />INFORMATION <br />FOUNDATION / GROUND FLOOR NOTES: <br />1 . <br />SEE SHEET SO.1 FOR GENERAL STRUCTURAL NOTES. <br />2. <br />SEE ARCHITECTURAL, CIVIL AND MEP DRAWINGS FOR ADDITIONAL INFORMATION. VERIFY ALL DIMENSIONS <br />AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION <br />OF THE ENGINEER PRIOR TO PROCEEDING. <br />�OUTED CMU WALL <br />'LL <br />3. <br />[1 DENOTES <br />w/ VERT. REINF. <br />COLUMN. <br />*R PLAN <br />4. <br />DENOTES EXISTING WALL TO REMAIN, U.N.O. <br />IOXY BAR w/ <br />r—HY20 ADHESIVE <br />5. <br />DENOTES INFILL 2x NON —LOAD BEARING FRAMING. <br />6. <br />CENTERLINES OF NEW COLUMNS, WALLS & BEAMS SHALL COINCIDE WITH FOUNDATION CENTERLINES, U.N.O. <br />BAR w/ 12" LEG INTO <br />7. <br />ALL EXPOSED WOOD FRAMING TO BE P.T. <br />=TED CMU WALL CELL <br />32" O.C. VERT. <br />8. <br />T.O. FTG SHALL BE 12" BELOW FINISHED GRADE U.N.O. <br />9. <br />PROVIDE %"0 x 3%" EMBED THREADED ROD INTO GROUTED CELLS. EPDXY w/ HIT—HY 150 MAX. FOR <br />:ISTING WALL <br />BRACKET ATTACHMENT TO CMU WALL. <br />10. <br /># INDICATES #5 VERTICAL IN GROUTED CELLS. <br />11. <br />EA INDICATES #7 VERTICAL IN GROUTED CELLS. <br />NO BUNDLED #5 ALLOWED. <br />NEW CMU WALL, <br />SEE PLAN & NOTES <br />FOR MORE INFORMATION <br />POURED CONCRETE FOUNDATION <br />W/ #5 0 12- EW, T&B <br />M <br />2 <br />C) <br />- 1 <br />C-4 <br />COMPRESSIBLE <br />FILLER <br />EXISTING FOOfIN�\ <br />FOUNDATION DETAIL B NEW MASONRY WALL <br />%Z.;0f <br />SCALE: 3/4"=T-0" <br />P.T. BLOCKING BETWEEN 2x MEMBERS @ 2x8 MIN. SYP @ 16" <br />CMU WALL ATTACH w/ Y4" x 1-Y4" EMBED O.C. w/ LUS26 @ EXIST. <br />TITEN HD @ 16" O.C. STAGGERED LEDGER & HU26 w/ <br />TITENS 0 CMU WALL 7 <br />8" CMU WALL w/ #5 VERT. REINF. @ 24" <br />O.C. MAX. — CELL TO BE GROUTED 0 <br />LOCATION OF LIFT BRACKET SCREW LOCATIONS <br />2x6 SYP 0 16" O.C. INFILL w/ 2x6 P.T. BLOCK <br />1C <br />ATTACHMENT w/ h" HIT —A x %" EMBED w/ <br />HIT—HY20 EPDXY. PROVIDE %" WOOD SHEATHING <br />— EXTERIOR NAILING 10d 0 12" O.C. <br />200 MIN. SYP w/ HU28 w/ TITEN @ <br />CMU. BEAM BEARS ON TOP OF EXIST. <br />MEMBER (F.V.) - NOTE MEMBER DEPTH <br />TO MATCH EXIST. MEMBER DEPTH. NEW <br />MEMBER MAY BE SHIMMED <br />EXISTING LEDGER @ WALL F.V. <br />& REPORT FINDINGS TO E.O.R. <br />V <br />-------------- <br />-Y4" T&G FLOOR <br />SHEATHING 10d NAIL/#8 <br />SCREWS @ 12" O.C. <br />Aj1A <br />OPEN EXISTING FLOOR <br />& FRAMING <br />SEE NOTE #9 0 BRACKETS <br />(BRACKETS BY OTHERS) <br />DENOTES 6" TO 8" L.G. <br />STUDS 16GA @ 16" O.C. <br />W/ � POINT BLOCKING <br />EXISTING WALL, F.V. <br />EXISTING BEAMS/FLOOR <br />MEMBERS F.V. & <br />REPORT FINDINGS <br />UPPER FLOOR FRAMING PLAN <br />SCALE: 1 /4"=V-0" <br />EXISTING PLAN / DEMO NOTES: <br />1 . FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS WITH EXISTING CONDITIONS. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION <br />OF THE ENGINEER PRIOR TO PROCEEDING. <br />2. MODIFIED STRUCTURAL MEMBERS ARE IN COMPLIANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020). MEMBERS NOT <br />DESIGNATED FOR ALTERATIONS WERE ASSUMED ADEQUATE. NO EXHAUSTIVE STUDIES WERE PERFORMED BY KARINS <br />ENGINEERING (KARINS) PRIOR TO THIS DESIGN TO UNCOVER ALL CONSTRUCTION DEFECTS OR CODE VIOLATIONS. <br />3. MODIFICATIONS TO THE EXISTING ROOF FRAMING AND MODIFICATIONS TO THE STRUCTURE BASED ON AS —BUILT CONDITIONS <br />BEING DIFFERENT FROM THE INTENDED SHALL REQUIRE THE ENGINEER OF RECORD TO PROVIDE ANALYSIS, DESIGN, AND <br />DRAFTING AS REQUIRED TO MEET DISCOVERED CONDITIONS AND SHALL BE BILLED TO THE CONTRACTOR OR OWNER. <br />4. CONTRACTOR SHALL INSPECT AND VERIFY THE SCOPE OF WORK. ANY ADDITIONAL WORK NOT SPECIFICALLY NOTED ON THE <br />DRAWINGS BUT BECOMES APPARENT UPON CAREFUL FIELD INSPECTIONS SHALL BE PART OF THIS CONTRACT. <br />5. OWNER HAS FIRST SALVAGE RIGHTS TO ANY ELEMENT OF EXISTING CONSTRUCTION TO BE REMOVED DURING DEMOLITION <br />OPERATIONS. <br />6. PROTECT CONSTRUCTION TO REMAIN FREE FROM WEATHER INTRUSION, VANDALISM AND ALL OTHER RISKS CREATED BY <br />DEMOLITION OPERATIONS. <br />7. WHERE DEMOLITION OPERATIONS AFFECT STRUCTURAL SYSTEM COMPONENTS TO REMAIN, SHORE THESE COMPONENTS AS <br />REQUIRED UNTIL NEW CONSTRUCTION IS IN PLACE. <br />8. PATCH ANY EXISTING CONSTRUCTION AS REQUIRED WHICH IS DAMAGED DUE TO THE INSTALLATION OF NEW FIXTURES, <br />ELECTRICAL DEVICES, EQUIPMENT OR ANY OTHER COMPONENT. <br />9. PATCH AND REPAIR ALL CONSTRUCTION TO REMAIN WHERE AFFECTED BY DEMOLITION OPERATIONS. <br />10. ALL EXISTING STRUCTURAL SUPPORT COMPONENTS NOT DESIGNATED FOR ALTERATION SHALL REMAIN INTACT, EXCEPT AS <br />OTHERWISE INDICATED. <br />11. PROVIDE SMOOTH UNDETECTABLE TRANSITIONS FROM EXISTING TO NEW CONSTRUCTION. <br />12. G.C. TO COORDINATE WITH ARCH. ALL MATERIAL FINISHES. <br />13. G.C. TO COORDINATE WITH ENGINEER OF RECORD CONCERNING CONNECTIONS NOTED TO BE FIELD VERIFIED BEFORE <br />PROCEEDING WITH THE AFFECTED PART OF THE WORK. <br />'XISTING WALLS <br />NEW 8" CMU WALL <br />PROVIDE COMPRESSIBLE FILLER ON TOP <br />OF EXISTING FOOTING <br />EXISTING FOOTING <br />C'YI(ZTIKI(' ('01 HIIAKI — M KIOT 10CLAMIC <br />FOUNDATION PLAN (PARTIAL) <br />SCALE: 1/4"=V-0" <br />P.T. BLOCKING BETWEEN 2x MEMBERS @ <br />CMU WALL ATTACH w/ 4" x 1-Y4" EMBED <br />TITEN HD @ 16" O.C. STAGGERED <br />2x8 MIN. SYP @ 16" <br />O.C. w/ LUS26 0 EXIST <br />LEDGER & HU26 w/ <br />TITENS @ CMU WALL <br />EXISTING LEDGER @ WALL F.V. <br />& REPORT FINDINGS TO E.O.R. <br />G.C. INVESTIGATE EXISTING WALL <br />& REPORT FINDINGS TO E.O.R. <br />— — <br />11 1 T <br />— — — — — — — — - <br />Y4" T&G FLOOR <br />2x6 SYP @ 16" O.C. INFILL w/ 2x6 P.T. BLOCK <br />SHEATHING 10d NAIL/#8 LE <br />ATTACHMENT w/ Y2" HIT —A x 3%" EMBED w/ <br />SCREWS @ 12" O.C. <br />HIT—HY20 EPDXY. PROVIDE %" WOOD SHEATHING <br />DENOTES 6" TO 8" <br />EXTERIOR NAILING 1 Od @ 12" O.C. <br />L.G. STUDS 16GA @ <br />16- O.C. w/ � POINT <br />SEE NOTE #9 @ BRACKETS <br />BLOCKING <br />(BRACKETS BY OTHERS)— <br />3" STEP <br />.0 <br />EXISTING BEAMS/FLOOR <br />MEMBERS F.V. & <br />REPORT FINDINGS <br />SEE NOTE #9 @ <br />BRACKETS <br />(BRACKETS BY OTHERS)--, <br />EXIST. COLUMNI <br />DO <br />NOT REMOVE <br />2x1O MIN. SYP w/ HU28 w/ TITEN @ <br />CMU. BEAM BEARS ON TOP OF EXIST. <br />G.C. INVESTIGATE EXISTING WAL�L <br />EXISTING FLOOR <br />MEMBER (F.V.) — NOTE MEMBER DEPTH <br />& REPORT FINDINGS TO <br />E.O.R. <br />& FRAMING <br />TO MATCH EXIST. FLOOR MEMBER <br />Lj <br />DEPTH. NEW MEMBER MAY BE SHIMMED <br />DESIGN IS BASED ON CURSORY <br />SITE VISIT OF EXISTING CONDITIONS <br />AND G.C. SHALL INFORM ENGINEER <br />(EOR) EXISTING IS EXPOSED TO <br />VERIFY. <br />Jerome J. DiMercurio <br />AUG 2 5 2021 <br />GROUND FLOOR FRAMING PLAN FL PE # 54446 <br />SCALE: 1 /4"= V-0" <br />1 21 DS-0798 I <br />'M" <br />Ui <br />C) <br />oo <br />C) <br />CO P_ <br />M C) <br />co <br />0 <br />_j C? <br />C? <br />U- 1— <br />'cr <br />< c') <br />z <br />C? <br />CV) <br />E <br />0M c� <br />>, 'I <br />— <br />ca 00 <br />F- <br />Lag r:), <br />CID v. 00 <br />C-4 <br />E <br />0 <br />- <br />x <br />M <br />U_ <br />M X <br />cu <br />LIL <br />L) <br />cz <br />a) 00 <br />_j <br />LL r— <br />F_ <br />> L0 <br />< C'4 <br />.1 Ls <br />c- c <br />IS <br />J <br />0 ca c� <br />L, <br />w <br />(.5 <br />0 0 <br />C'4 <br />cu A <br />0) c� <br />> w > 0 <br />c, <br />zq <br />w UJ — <br />CL 00 <br />2 w 0 U-) <br />00 <br />c) <br />U <br />U <br />12� <br />E C004 <br />to C14 <br />Lo <br />CO <br />0 ce) a) <br />0 <br />< <br />�_ — F- <br />0 Lo W <br />INFO <br />LU <br />U) <br />0 <br />L) <br />C) <br />LO <br />SEAL <br />CLIENT <br />CONSULTANT <br />LL_ <br />cn <br />cn <br />U_ <br />< <br />_j <br />x <br />V) <br />_j <br />Z <br />U) <br />D N <br />z <br />a) <br />< <br />LO <br />co <br />In <br />cto <br />cn <br />PROJECT <br />@ CHANCEY DESIGN PARTNERSHIP <br />THIS DRAVA G AND ALL GRAPHIC AND MITTEN MATERIAL CONTAINED HEREIN CONSTTTUTES CMGINAL <br />AND UNPUBUSHED WORK AND IS NOT TO BE COPIED. DISTRIBUTED. OR USED IN �UE OR IN PART <br />VIATHOUT EXPRESSED. VIRTTEN PERMISSION OF CHANCEY DESIGN PARTNERSHIP. THIS DRAVANG IS <br />PROTECTED UNDER THE"ARCHITECTURAL Y0ORKS COPYRIGHT PROTECTION ACT OF IBM." <br />PROJECT # 21-DS-0798 <br />PROJ.ISSLIED 00/00/2021 <br />Lj^ I r_ 1-MIN I Mu 1J01U/_1/_%JZ] <br />MAKINM T_ <br />ENGINEERING <br />FL. Cert. of Auth. # 8371 <br />1626 Ringling Boulevard, Suite 400 <br />Sarasota, FL 34236 <br />(941) 927-8525/ Fax (941) 927-8075 <br />Jerome J. DiMercurio, PE <br />FL. Registration # 54446 <br />SEAL % 1j* 0 <br />E J*# <br />%0.% <br />-- — ----------- <br />No. 5 <br />NO. DATE DESCRIPTION <br />FOUNDATION/ <br />021 -�V <br />.0 <br />,0 0 GROUNDFLOOR <br />SHEET TITLE <br />A <br />S1.0 <br />