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HomeMy WebLinkAboutNew Columns & Foundation Layout0 I 0 I EXISTING 8" FLOOR SLAB 9 El 0 I EXISTING MASONRY WALL DEMOLISH WALL ABOVE SLAB FROM POINT AO TO POINT �B FFL EL 0'-0" NSONRY WALL EL TOP FTG —3'-0" VERIFY EXISTING FOOTING 1 EXISTING WALL, SLAB AND FOOTING 3/4"=1'—O" FFL EL 0'-0" EXISTING MASONRY WALL TO BE DEMOLISHED DOWN TO TOP OF FOOTING AT F66 2'-6" 1 1'-6" EXISTING FOOTING TO REMAIN 2 DEMOLITION DETAILS -- 3/4"=1 '—O" T.O. FLOOR SLAB EL. 0'-0" 00 8" RETAINING WALL #4 AT 16" 0. 3 WSW 4" SLAB ON GRADE d d a j a PAT 48" O.0 COVER H FILL ALL CELLS OF 8" CMU SOLID. a. a c d d a d 3'-4" COMPACTION BEHIND WALL TO BE SUPERVISED BY THE GEOTECHNICAL ENGINEER. COMPACT ADJACENT TO WALL USING NON —VIBRATORY EQUIPMENT. A Of CD I o toJ W U_ 1 MATCH BOTTOM OF EXISTING FOOTING ~-- #5 ® 16" O.0 BOTTOM RETAINING WALL DETAILS 3/4" = 1'—O" FFL EXISTING FLOOR SLAB EL 0'-0" TO REMAIN d d V a. c . ° a d ems' a d a a d< 00 5/8" DIA EPDXY ANCHOR 15" EMBEDMENT INTO SOLID CONCRETE AND MASONRY. ONE ANCHOR ON EACH SIDE OF THE POST 0 I EXISTING MASONRY WALL TO REMAIN 0 EXISTING FOOTING • TO REMAIN 2'-6" 4 SECTION 3/4"=1'— O" N O 'O V J 5'-0" I I I 0 ICD 4 ---- --- —----L-- ------ — — -- ---- ---------------- ---------- I I • • I I I EXISTING FOOTING NEW MASONRY INFILL WALL EXISTING FOOTING I I I I I I PLAN NOTES: iL I I I I IZ I 1. ALLOWABLE NET SOIL BEARING CAPACITY = 2000 PSF. THE I CONTRACTOR IS TO CONFIRM THIS BEFORE EXCAVATING. I I I I I I i 2. COORDINATE WITH OTHER CONTRACT DOCUMENTS FOR I INSTALLATION OF ALL REQUIRED SLEEVES, INSERTS, ETC. I I THROUGH THE CONCRETE AND MASONRY WALLS 3. CUT AND REPLACE THE EXISTING SLAB FOR THE INSTALLATION OF THE NEW FOOTINGS. THE NEW SLAB j I z THICKNESS SHALL MATCH THE EXISTING SLAB THICKNESS. I o I I I I IC) I Iz LEGEND I I I I X EXISTING MASONRY STEM WALL I I TO REMAIN I I I I I I I I o I ® EXISTING MASONRY STEM WALL I I I I I o TO BE CUT OUT I r7 I I 8" CONCRETE SLAB ON GRADE I I I I I TO BE CUT OUT AND REPLACED. 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 POINT O I I I ' I i SEE ARCH DRAWINGS 9'— 4" I I I I ZI I I �I I e POINT O 4. SEE ARCH DRAWINGS 1 I I F- I XI I wl EXISTING FOOTING '. EXISTING FOOTING TO REMAIN ------------------ ------ — I cV — — — — — a — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I ° — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —' — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I Q CD e' 4 e O I I CD CD'" "' + a O I I CD I I I I I I I I I I I I I I 1 I I 0 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 II II t� 14'-1 1 /2" 1 15'-0" cD z o CD CD o CD z Cn \ cV X W NEW COLUMNS & FOUNDATION LAYOUT 1/4" = 1'-0" 15'-0" 14'-3 1 /2" FIELD VERIFY DIMENSION I I I I I I I I I I I I I I I I I I I I I I II II �1 RECEIVED [)Fr` 0 6 2621 Permitting papA went Sty Lvcie County ON STUDIO ARC H ITECTS 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 P: 786.239.1322 LICENSE AA 26003190 WWW.D-Q-S.COM © 2021 BY D&Q STUDIO, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE, SEAL A, ' .O DANIEL DIAZ •• �•. AR 97839 : V TFRE. p ..ARG� DANIEL DIAZ AR # 97839 CONSULTANT PROJECT W N W �� W �� J U =" C� w o = U cn � � W � a W �° REVISIONS NO. I DATE DESCRIPTION 1 9/21/21 MODIFIED DEMOLITION DQ PROJECT NO.: 2115 CHECKED BY: DID DRAWN BY: DID DATE: 07/03/21 PHASE PERMIT SET SHEET TITLE DEMOLITION AND EXCAVATION PLAN SHEET NUMBER sloo VVIVVI\LIL ULJ11Y1 f11 IVI WILL NEW MASONRY NEW CASTCRETE 8F16, 1B LINTEL OVER NEW DOOR EXISTING CMU z� Lu Of w o -D I NEW z 0 o MASONRY w z- o �o 0 w �wM m in xwm w�� #5 TYP CONCRETE SLAB 3'-4" OR SOLID MASONRY I\ur "Lunn JIU — ffV — — V.V. nl/nli•oVm PLACE BARS WITH 30" LAPS POUR CELLS WITH REBAR SOLID NIFW INIF11 I FI F\/ATInNI 111 111111� I IIIIIII �IIIIIII III„ 1111111, 1111111 11 I 111/,Ilfl 11111111 11 11 DOVETAIL MASONRY IN GROUTED CO 1' . O.C. MATCH HORIZONTAL :'' LOCATION #3 x 12" LONG, AT 16" O.C. 6" EPDXY EMBED INTO EXISTING SLAB NFW INIF1I I nFTAII C1 #3 x 12" LONG, AT 16" O.C. NEW STEEL COLUMN 6" EPDXY EMBED INTO EXISTING SLAT ON ALL SIDES OF INFILL / P24: NEW PILAS' 6, NEW FOOTING 10. OVER -POUR TO BOTTOM OR EXISTING FOOTING APPLY BONDING AGENT TO EXISTING FOOTING BEFORE POURING NEW FOOTING AND OVER -POUR EXISTING FOOTING 3 NEW PILASTER, FOOTING & COLUMN DETAILS 3/4"=1'-O" A NEW COLUMNS & FOUNDATION LAYOUT 114" = 1'-0" STEEL COLUMN SCHEDULE MARK PARTICULARS C1 HSS4x4x5/16 C2 HSS4x4x1/4 STEEL COLUMN BASEPLATE SCHEDULE MARK PARTICULARS COMMENTS BP1 10"x10"x 1/2" THICK TO COLUMN Cl* BP2 10"x6"x 1/2" THICK TO COLUMN C2, SEE DETAIL 3/S101 PILASTER SCHEDULE MARK PILASTER SIZE REINFORCING REMARKS P24 24"x24" 6#5 VERTICAL BARS 3 TIES AT 8" O.C. TOP OF PILASTER = BOTTOM OF SLAB SPREAD FOOTING SCHEDULE 2500 PSF MARK FOOTING SIZE REINFORCING REMARKS F66 5'-6"x5'-6"x12" 6#5 BOT. E.W. T.0 FTG 2'-0" BELOW TOS h.. STUDIO ARCHITECTS 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 P: 786.239.1322 LICENSE AA 26003190 WWW.D-Q-S.COM © 2021 BY D&Q STUDIO, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. SEAL ��- 0 F F4 A P, • •.O •• •7 DANIEL DIAZ •• �•• AR 97839 : V TFREp ..ARG� DANIEL DIAZ AR # 97839 CONSULTANT PROJECT W 00 W �- �" W J u=" p =U W � W o� 'TO LL cc REVISIONS NO. I DATE DESCRIPTION 1 9/21/21 MODIFIED DETAILS DQ PROJECT NO.: 2115 CHECKED BY: DID DRAWN BY: DID DATE: 07/03/21 PHASE PERMIT SET SHEET TITLE NEW COLUMNS & FOUNDATION LAYOUT SHEET NUMBER siol NEW C10x15.3 WITH 5/8" DIAMETER BOLTS AT 24 CENTERS EXISTING RC BEAM 8"x20", WITH 2#5 T&B, #3 STIRRUPS AT 12" O.C. 1 SECTION 3/4"=1'-0" EXISTING RC BEAM 8"x20", WITH 2#7 T&B, #3 STIRRUPS AT 12" O.C. 2 SECTION 3/4"=1'-0" EXISTING RC BEAM 8"x20" 3/8"x8"x8" CAP PLATE WITH (6) 1/4 x3" TAPCONS TO RC BEAM 34x4x5/16 STEEL POST 3 STEEL POST TO RC BEAM DETAIL 3/4"=1 '-0" A NEW COLUMNS &. FOUNDATION LAYOUT 1/4" = l'-0" i1 NORTH STUDIO ARCHITECTS 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 P: 786.239.1322 LICENSE AA 26003190 WWW.D-Q-S.COM © 2021 BY D&Q STUDIO, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. SEAL •• .7 DANIEL DIAZ �•, AR 97839 : V � sr .. .\� FRE• D A,RG DANIEL DIAZ AR # 97839 CONSULTANT PROJECT 00 W u (D �" O =U � Lu U oLLJ � 'TO LL cc REVISIONS NO. I DATE DESCRIPTION 1 9/21/21 MODIFIED ROOF FRAMING DQ PROJECT NO.: 2115 CHECKED BY: DID DRAWN BY: DID DATE: 07/03/21 PHASE PERMIT SET SHEET TITLE ROOF FRAMING PLAN SHEET NUMBER 0 S102