|
0
<br />Sim. I S1 SIM.
<br />S1
<br />1 I Ill,S4011 I W8-5-16S I i I S401
<br />2WF6.0 -2'-0_') --
<br />1---------r---------------- i------------------------r----------- - ------ i---------r----� I '------r-------r-------- i------�-,
<br />I I
<br />1 ----�- I>:
<br />I I I I
<br />Ir----)--------------- r--------- - - - - - - - - - - - - ---------------------- 1 r-----------L--,>-r----�---- --------- -----1 I
<br />LOILLI 1 T I I _2 ,_ ,. I I _2 ,_ „ I 1 .. I 1 I c5 _2 ,_ ..
<br />1 1(-2 -0) I I(0) I I(0) ( I(-2 -0) (-2 -o.T )I (0)
<br />-S.F.-S.F. �- +-S.F. �- -S.F. S.F. I I I S.F. S.F.-�- -�
<br />" 1(-1'-4��) 01 I(-1'-4") o) (-1'- 4" 01 1(-1'-4") (-1'-4")1 1 I I (-1'-4")1 1 (-1'-4")1 I
<br />s5 sln� I I I �, �I I �I I I I I I I I I 1 I 1 0
<br />�° �°u- LID
<br />N S403 � N � N1 I � N
<br />I I S3 I 31 I I I I I NI I I �3co
<br />CID
<br />I I I I I s401 I I ws-5-16s I I O 3CD
<br />0 3 I I I c6 2F8.0 I I I I I 3
<br />1 �----J L-------------j L--- - - - - - - - - - - - - - - - - - - - - - - - - - - 2W-- - - - - - - - j L------�---- J---f--Z----�------- - - - - - - - I----J I
<br />1 I I I I
<br />-�
<br />I I I I I I I I I 1
<br />oI r-___-�_-____________-_� -_- _________________-_-____________________-__-______�____z _ r____�._______ ______-_�-_ I s2
<br />I L-----1I ----------------�-----------------------�----------------------------------I i t , r--,---I r--,---i r--T- S01
<br />LIDc13 6"
<br />W8-5-1 S
<br />s _---L--a-�-I- -� -
<br />-
<br />I
<br />-C1---IL OOC3 III _ sI �I L -II -OC-7 J I I OLCC-190 -II --J I LOCC-1121 -III --J
<br />L
<br />---------------r-- -----------------------------------
<br />2W.n 2F8.0 2F8.0
<br />'�r11ICr15
<br />2F8o
<br />2F8.0 FB.o ri C14
<br />co
<br />m 6-4co3I
<br />2F6.0 L6 F6.0 �1I1
<br />/S6
<br />I
<br />� cos
<br />- -- - - - -- - - -- - - - - - - - ---- - -- - -
<br />------ - - - -
<br />s 50o
<br />u�- 5
<br />04
<br />LCqu-C8 F9.0 Sir.2F8.0 2F9.0 2F9. 22F8.0 2F8.0
<br />-r -1r r
<br />I 1 I 1
<br />1 1I Ii SS401 1 SIII W8-5-16S II S5401 1 I , I I I I ST I I I
<br />I I I I ) 5
<br />WL------_1 _7
<br />2WF6.0 L--I--J L__ F51I
<br />0
<br />_- --J L -J LJ
<br />IM. 4S404
<br />7
<br />S,
<br />J
<br />1 FOUNDATION PLAN
<br />S201 J SCALE: 1/8" = 1'-0"
<br />FOUNDATION PLAN NOTES:
<br />1. FOR TYPICAL FOUNDATION PLAN DETAILS, SEE DRAWINGS S301.
<br />2. FOR GENERAL STRUCTURAL NOTES, SEE DRAWING S101.
<br />3. FOR FOOTING SIZE AND REINFORCING, SEE SCHEDULE ON THIS DRAWING.
<br />4. ( ) DENOTES TOP OF FOOTING ELEVATION.
<br />5. TOP OF FOOTING: ELEVATION @ INTERIOR = (-1' - 4")
<br />TYPICAL U.N.O.
<br />ELEVATION @ EXTERIOR = (-1' - 4")
<br />TYPICAL U.N.O.
<br />6. FOR PLAN DIMENSIONS NOT SHOWN, REFER TO ARCHITECTURAL DRAWINGS.
<br />7. TYPICAL WALL REINFORCING SCHEDULE:
<br />A. FOR CMU EXTERIOR WALL REINFORCING, SEE SCHEDULE THIS SHEET.
<br />B. w INDICATES ADDITIONAL (1) VERTICAL IN GROUT FILLED CELL.
<br />C. PROVIDE ADDITIONAL (1) VERTICAL IN FIRST (2) CELLS EACH SIDE OF ALL
<br />WALL OPENINGS, CORNERS AND INTERSECTIONS.
<br />®L -1■L
<br />❑ M MI IM IN El Ill M ❑ ❑❑
<br />WALL OPENING CORNER INTERSECTION
<br />8. COLUMN DESIGNATION SHOWN THUS O ON PLAN. FOR SIZE AND
<br />REINFORCING SEE SCHEDULE ON DRAWING S301.
<br />T/COLUMN ELEVATION
<br />C1 COLUMN TYPE
<br />9. ALL CMU WALLS SHALL BE REINFORCED AS SHOWN ON PLAN WITH DOWELS TO
<br />MATCH, U.N.O. ALL CELLS AT REINFORCING LOCATION SHALL BE FILLED WITH
<br />GROUT. PROVIDE INSPECTION/CLEANOUT HOLE AT BASE WHEN POUR HEIGHT IS
<br />GREATER THAN 4'-0".
<br />10. WHERE FOOTING MARK NUMBER HAS A SUFFIX B, I.E., WF5.013, THE
<br />REINFORCING INDICATED SHALL BE APPLIED TO BOTTOM OF FOOTING ONLY.
<br />11. MASONRY CONTROL JOINT SHOWN THUS -4 MCJ ON PLAN. MAXIMUM SPACING
<br />OF JOINTS = 24'- 0", COORDINATE LOCATION WITH ARCHITECTURAL WALL
<br />ELEVATIONS. DO NOT LOCATE A MCJ CLOSER THAN 24" TO ANY CMU OPENING.
<br />WALL FOOTING SCHEDULE (2000-PSF)
<br />MARK*
<br />WIDTH
<br />THICKNESS
<br />TOP & BOTT.
<br />REINF. CONT.
<br />TOP & BOTT.
<br />REINF. TRANSV.
<br />REMARKS
<br />2WF5.0
<br />5' - 0"
<br />1' - 6"
<br />645
<br />#5 @ 14"
<br />2WF6.0
<br />6' - 0"
<br />1' - 6"
<br />746
<br />#6 @ 12"
<br />2WF7.5
<br />1 7' - 0"
<br />1' - 6"
<br />746
<br />#6 @ 12"
<br />COLUMN FOOTING SCHEDULE
<br />MARK*
<br />LENGTH
<br />WIDTH
<br />THICKNESS
<br />TOP S BOTT. REINF.*
<br />EA. WAY U.N.O.
<br />REMARKS
<br />2F6.0
<br />6' - 0"
<br />6' - 0"
<br />1' - 6"
<br />546
<br />STD ACI HOOK
<br />2F8.0
<br />8' - 0"
<br />8' - 0"
<br />1' - 6"
<br />746
<br />STD ACI HOOK
<br />2F9.0
<br />9' - 0"
<br />9' - 0"
<br />1' - 6"
<br />946
<br />STD ACI HOOK
<br />WALL SCHEDULE
<br />TYPE
<br />DESCRIPTION
<br />W8-5-16S
<br />8" CMU WALL REINF. W/ #5 AT 16" O.C.
<br />W12-5-32S
<br />12" CMU WALL REINF. W/ #5 AT 32" O.C.
<br />THICKENED SLAB SCHEDULE
<br />MARK*
<br />SIZE
<br />THICKNESS
<br />TOP & BOTT.*
<br />REINF. CONT.
<br />TOP S BOTT.*
<br />REINF. TRANSV.
<br />REMARKS
<br />TS-1
<br />1' - 0" x CONT.
<br />1' - 0"
<br />(2)-#5
<br />N/A
<br />TS-2
<br />2'- 0" x CONT.
<br />1' - 4"
<br />(3)- #5
<br />#4 @ 24" O.C.
<br />" WHERE FOOTING MARK NUMBER HAS A SUFFIX B, .
<br />I.E., WF5.013, THE REINFORCING INDICATED SHALL ,.
<br />BE APPLIED TO BOTTOM OF FOOTING ONLY.
<br />TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE
<br />STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING
<br />CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE
<br />MASTER
<br />CONSULTING
<br />ENGINEERS, INC.
<br />STRUCTURAL CONSULTANTS
<br />5523 WEST CYPRESS ST., STE.200
<br />TAMPA, FLORIDA 33607-1735
<br />P 1813.287.3600 F 1813.287.3622
<br />www.mcengineers.com
<br />THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY
<br />OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED,
<br />COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN
<br />AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC.
<br />CA: 8426 PROJ NO. 2049-022
<br />© COPYRIGHT 2016
<br />Furr,
<br />Wegman &
<br />Banks
<br />Architects, P.A. AR0006480
<br />625 EAST ORANGE ST.
<br />LAKELAND, FL 33801
<br />E-MAIL: INFO @F W BARC H ITECTS.COM
<br />W W W. FW BARC HITECTS.COM
<br />PH. 863.688.1211
<br />0 COPYRIGHT2D21
<br />FURR, WEGMAN & BANKS ARCHITECTS, PA
<br />THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARETHE SOLE
<br />PROPERTY OF FURR, WEG MAN & BANKS ARCHITECTS, PA.
<br />NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS
<br />AUTHORIZED WITHOUTSPECIFIC WRITTEN PERMISSION.
<br />ALL RIGHTS RESERVED.
<br />o�°°°000ao0 L4p��QQO
<br />��..`*- 0000
<br />a��•�•\ C E NSA •e�a��0
<br />0b 74 1
<br />�)3' S EOF
<br />P
<br />ooa�n%..
<br />b
<br />OpQ4�t�
<br />ROBERT L. BELL, P.E.
<br />FL. LIC. No. 74081
<br />J
<br />z
<br />O
<br />H
<br />LEI
<br />uj
<br />x
<br />Tn
<br />U)
<br />m
<br />H
<br />I
<br />z
<br />O
<br />o_
<br />0
<br />Tn
<br />Lu
<br />0
<br />z
<br />O
<br />Lu
<br />Lu
<br />Q
<br />0
<br />N
<br />O
<br />N
<br />ti
<br />N
<br />00
<br />O
<br />6i
<br />Q
<br />0
<br />H
<br />W
<br />Z
<br />O
<br />o
<br />Z
<br />VO
<br />o
<br />J
<br />J
<br />U
<br />�^ m
<br />p
<br />Z I-
<br />Z
<br />O
<br />U) 0
<br />w
<br />Q
<br />�-
<br />o
<br />Q
<br />O�2 Z
<br />Z
<br />0-
<br />mQ 2w
<br />Fn>CO
<br />w
<br />O
<br />> 0) a
<br />2
<br />LL
<br />�/ J Q N
<br />0-
<br />PROJ MGR:
<br />CKD BY:
<br />JOB NUMBER:
<br />21-19
<br />SHEET NUMBER:
<br />S201
<br />
|