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1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20
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<br />.,
<br />NOTES:
<br />1. FINISH NEW SLAB TO
<br />MATCH EXISTING.
<br />1
<br />REF
<br />NOTES:
<br />S20
<br />1. EXTEND VERT CMU WALL REINF
<br />MIN 480
<br />DOWN INTO PIT WALLS.
<br />*3x1'-4" LONG ■ 24" OC. DRILL ;
<br />2. PROVIDE 24" SQUARE LEAVEOUT FOR
<br />EXISTING SLAB -ON -GRADE.
<br />REFER TO ORIGINAL
<br />EPDXY 4" INTO EXISTING SLAB
<br />- - - - - - - - - - - - -
<br />ACTUATOR CCOORp W/ ELEV MFR)
<br />DRAWINGS FOR ADDITIONAL
<br />NEW SLAB -ON -GRADE,
<br />,
<br />a w
<br />.. ,
<br />- - - - - - - - - - - - -
<br />3. WATERPROOF MEMBRANE REF:
<br />ARCHINFORMATION
<br />�5 �+ 12 ", TYP
<br />INFORMATf ON
<br />SEE FDN PLAN NOTES
<br />�\/,�\/� �
<br />DWGS/SPECS
<br />0
<br />FIN FLR EL
<br />1
<br />I ,I I
<br />------ ----- -- ,;
<br />Alik
<br />»�--•-=-»—�• MATCH EXISTINCrt
<br />INITIAL RO
<br />%rl—-
<br />; ;�- ;� ;� �T - %
<br />i ✓ . ;I i
<br />yd
<br />••°
<br />J�-
<br />Q
<br />A•
<br />°
<br />•. '
<br />� .f II 11_011
<br />f f
<br />I I I I
<br />I I I I
<br />(�
<br />FINAL RO
<br />4 4
<br />° 4
<br />4 a 4•
<br />..
<br />•12",°
<br />A A
<br />INITIAL RO
<br />tl
<br />4
<br />° . 05 6 TYP
<br />+.
<br />'
<br />4,
<br />4
<br />41
<br />FILL WITH
<br />r
<br />•
<br />a PRECAST LINTEL
<br />4
<br />4
<br />4
<br />COMPACTED SOIL
<br />.•4,.
<br />FINAL RO
<br />P
<br />a
<br />.
<br />36" A
<br />1 —124"
<br />REF S20
<br />F 1
<br />•
<br />•4 °
<br />.a
<br />� '
<br />4
<br />:
<br />04 a 16" Oc.
<br />RECESS REF: ELEV MFR
<br />�
<br />S20
<br />4
<br />4
<br />PERIMETER
<br />REF ELEV MFR
<br />•'
<br />N12
<br />SECTION @
<br />EXIST SLAB TO
<br />N15
<br />SECTION @ EXISTING PIT
<br />4
<br />�, ;`
<br />9
<br />," CLR TYP a•
<br />NEW S LAB
<br />— -�/
<br />19
<br />a - CONT L5x5xE06 W/ 3/4
<br />• EPDXY BOLTS G 24" OC
<br />4'
<br />4
<br />(VERIFY SIZE W/ ELEV MFR)
<br />•
<br />NOTE i
<br />i4 '
<br />'
<br />w\/�
<br />4. II
<br />J 0
<br />(TYP) 04 * 1211 OC EW
<br />�4. I/� NOTE 3 EPDXY BARS
<br />\ 5" DEEP, TYP
<br />4
<br />..A
<br />4
<br />n
<br />4
<br />i
<br />"
<br />A.
<br />4, j
<br />a
<br />a .•
<br />"
<br />EXISTING PECK ANGLE
<br />*4 x 2'-0" DBA WELDED
<br />NON -SWELLING PRE-
<br />4
<br />TO EXISTING DECK ANGLE
<br />`\ FORMED PLASTIC
<br />8" 4 . ��
<br />°� 4 •.
<br />•°
<br />°
<br />(Y
<br />ADHESIVE WATERSTOP
<br />• IN 2x4 KEY, (TYP)
<br />TYP • %
<br />.° IL
<br />..
<br />w
<br />EXISTING SLAB
<br />MTL DECK, SEE
<br />FMG PLAN NOTES
<br />3/16 2 12 MTL DECK, SEE
<br />, 1'-611 140" 4 1 -0'
<br />FMG PLAN NOTES
<br />SUMP PIT •. • (TYP)
<br />*5 m 12" OC °
<br />4• EW ttB %—_
<br />4 lY
<br />a� (�/ W 4
<br />•a
<br />_ _
<br />» •;,,
<br />T/ SLAB EL -
<br />,_4 •» MATCH EXISTING
<br />CONT L4x4x1/4
<br />-_ -- 9-a «_ tea» -_ -- _-
<br />° t ter—
<br />---LN
<br />•
<br />. 'a ' ° i 4
<br />•
<br />,
<br />W
<br />4
<br />-- ---�—
<br />- - - - JIB
<br />r
<br />G-�
<br />r •� I. r r
<br />+-cam _v
<br />,
<br />A
<br />I
<br />SEE FMG
<br />•
<br />a . - 4
<br />••
<br />4.'
<br />��\
<br />-
<br />.,,\\A .a "; e FIN FLR
<br />4
<br />M
<br />Al.
<br />� �
<br />�
<br />� �
<br />EXISTING DECK u 3/ lro
<br />PLAN NOTES
<br />6
<br />i 2 � 12 U
<br />\•—-._.
<br />i�\
<br />•� °
<br />JL
<br />/
<br />"'.
<br />L
<br />L4x4x3/Sx0'-6"
<br />EXISTING STL BEAM
<br />STL BEAM, SEE
<br />FMG
<br />STL BEAM, SEE
<br />FINAL RO
<br />PLAN
<br />4
<br />EXISTING STL BEAM FMG PLAN
<br />INITIAL RO
<br />05a12"OCEW
<br />3'-211
<br />ENTRANCE ELEVATION
<br />A
<br />NT5
<br />J1
<br />SECTION @ ELEVATOR PIT
<br />J12
<br />SECTION @
<br />BEAM CONNECTION
<br />J15
<br />SECTION @ FLOOR INFILL
<br />3/4"=1'-0"
<br />3/4"=1'-0"
<br />3/4"=1'-0"
<br />A8
<br />P- 407.645.3423
<br />90
<br />a" CMU WA
<br />WALL
<br />5201
<br />1912 Boothe Circle37Sulte 100
<br />Longwood, FL 327SO
<br />bbmsauctmal.com
<br />EB5343
<br />Bora ErWlen P.E. 95596
<br />EXISTING
<br />E.
<br />U
<br />ENGINEER IIFREDY FXPRCSSLY
<br />REST RVI S II; COMMON I AW
<br />COPYRIGHT AND OTIIFR PROPERTY
<br />RIG,,TS IN TI,F,F PIANs. THIS DFs,GN
<br />AND DRAWINGS AHG NO- TO ril.
<br />R R U, CII.1NOB OR CCPEO N
<br />SLAB
<br />-
<br />_ I (L
<br />4 II
<br />I IL
<br />N MI I 4Orlando
<br />REF El ELEVATOR
<br />5201 SHAFT
<br />tQ�t
<br />EL IISBTING E,1 11
<br />L IREF S20
<br />I
<br />---
<br />M
<br />141
<br />-
<br />-,
<br />------
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<br />M
<br />LLI
<br />-----
<br />({�
<br />w
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<br />saa LL!
<br />r
<br />I-
<br />-----
<br />-, -,
<br />-
<br />-
<br />13� I _ A II
<br />J '7
<br />-- --
<br />3rd LEVEL
<br />THODLJC
<br />ANY IORM OR MANWR W!IATSOEVER
<br />WITHOUT
<br />EXPRESSFO WRITTFN PERMISSION AND
<br />CONSENT ( FRS"D DTSTRUCTURAI
<br />A11SIGNF JE TGfr 4NY PA ��'Y WITHOUT FIRST
<br />S7RUCTURALENG�InNEERS �DTAININ; solo wmrrN PFRMISs,oN
<br />Boca
<br />AND CONS. N'
<br />I
<br />-------------- ----- -1
<br />•
<br />------
<br />ELEVATOR
<br />SHAFT
<br />---------------
<br />---------------0
<br />_ ---- -,. 4.
<br />------�
<br />------------------ -�
<br />- - - - - -
<br />X
<br />X
<br />X
<br />X
<br />X X
<br />-
<br />NOTES:
<br />SEAL
<br />I I
<br />1
<br />l REF J1
<br />cq
<br />i. MEMBERS, AND MAXIMUM SPACING FRAMING SHALL CONSIST OF: SHALL
<br />l i ' •
<br />' S20
<br />1
<br />BOX HEADER
<br />X
<br />H
<br />BOX HEADERI
<br />BE 16" ON CENTER•ER@�••�
<br />\\�\\\",l��lir►�,��///,/i
<br />I
<br />l
<br />SA
<br />l
<br />l (
<br />2. BOX JAMBS, BOX HEADER AND SILLS
<br />�.•'�-�
<br />' ' l •
<br />l .)
<br />-___-- _j 4'. 1
<br />03 HAIRPINS 16" OC
<br />-
<br />•
<br />,
<br />------------ - ----�
<br />I 1
<br />A
<br />.�.
<br />I 1 J
<br />_
<br />61
<br />II
<br />SHALL BE MADE FROM 6 MEMBERS.
<br />3. METAL FRAMING AND ITS OWN
<br />_ • O 59
<br />EXISTING
<br />j
<br />8"x24" CON( TIE BEAM
<br />ell
<br />MIN
<br />'
<br />CONNECTIONS SHALL BE BY A SPECIALTY
<br />SE3 SHEET 5001
<br />- _ pF
<br />WITH l2) "5 TOP
<br />+ HAIRPINS
<br />EXISTING
<br />ENGINEER, ON
<br />��-o,F,o,•�`e`\`
<br />/FR#//X/i��S�
<br />CON( BEAM
<br />REINF
<br />MIDDLE BIOTTOM WITH
<br />_
<br />PAN JOIST
<br />ORREQUIREMENTS.
<br />������`
<br />%*3 TIES 6 24 OC
<br />SHORING BY _
<br />4, REFERENCE ARCHITECTURAL DRAWINGS
<br />�;)NAI-'e
<br />lull.
<br />OTHERS
<br />SILL
<br />SILL
<br />SILL
<br />_
<br />FOR SHEATHING.
<br />1'-0"
<br />0
<br />EXISTING PAN JOIST
<br />INTO EACH
<br />�
<br />BORA ERBILEN, P.E. #55996
<br />S" CMU WALL EXIST PAN
<br />124'-8"
<br />JOIST
<br />2ndLEVEL
<br />.
<br />Florida Hospital
<br />Zephyrhills
<br />E1
<br />SECTION a@ EXISTING BEAM
<br />E4
<br />SECTION @ ELEVATOR OPENING
<br />E8
<br />SECTION a@ ELEVATOR
<br />WALL
<br />E12
<br />ELEVATION
<br />OF METAL FRAME WALL
<br />ED EXPANSION & ORTHO
<br />3/4"=1'-0"
<br />3/4"=1'-0"
<br />3/4"=1'-0"
<br />1/4"=1'-0"
<br />RENOVATION
<br />8"x8" KNOCK -OUT
<br />BLOCK W/ (1) 05 CONT
<br />WALL BEYOND
<br />EXISTING DECK
<br />SEE PLAN
<br />REF: ARCH'L
<br />EXISTING SOFFIT FRAMING
<br />KEY NOTES
<br />FOR SHEATHING
<br />-------------------- ---
<br />�: 04 0 all OC
<br />' a m MID -DEPTH
<br />--------1
<br />-------
<br />1 _
<br />--------------------
<br />4" (MIN)
<br />CONC SLAB
<br />+ +
<br />+ +
<br />,I
<br />Hunton
<br />w
<br />.' a:
<br />REF: ARCH
<br />I l EXISTING WALL
<br />p
<br />JL
<br />REF: ARCH L
<br />FOR SHEATHING
<br />ZO p
<br />, ¢
<br />°"`
<br />' '
<br />' '
<br />%+
<br />MTL FRMG AND ITS
<br />OWN CONN'S BY
<br />MTL FRMG AND
<br />ARCH I T E C T S
<br />N 1 j
<br />EXISTING DECK
<br />; 1 EXIST FLOOR
<br />,,+
<br />SPECIALTY ENG
<br />ITS CONN'S BY
<br />m
<br />SEE PLAN
<br />ISBE
<br />, +
<br />SPECIALTY ENG
<br />KEY NOTES
<br />EXISTING EXP '
<br />ROOF DECK
<br />ARCH'L
<br />4,
<br />_
<br />I - - - - - - -
<br />STL M
<br />JOINT IN BLDG
<br />REF:
<br />FOR SHEATHING
<br />DATE SUBMISSION NO.
<br />HOIST BEAM
<br />�1� _ = v
<br />El
<br />MMTL F o G It N
<br />1
<br />GLAZING BY
<br />_ _ _ _ ,
<br />* *
<br />04.15.16 CONSTRUCTION DOCUMENTS
<br />REP S20
<br />L4x4xi/4 W/ (2) 5/8 0
<br />SAND
<br />NN S BY E G
<br />OTHERS
<br />I + *
<br />1
<br />05.10.16 ADDENDUM NO. 1
<br />A325N BOLTS INTO
<br />BEAM t (2) 5/8"0
<br />I I
<br />II II
<br />I
<br />I + +
<br />SEE KEY NOTE 1�
<br />r
<br />��
<br />------------ -i
<br />. EPDXY BOLTS INTO
<br />• . °
<br />r--------------
<br />II II
<br />JLEXISTING
<br />i
<br />SLAB Ci R
<br />GRADE ON SHEET 5111
<br />EVERY TIE BEAM
<br />;.
<br />L__-- _
<br />GJL
<br />ARCH'L - - =
<br />FOR SHEATHING
<br />COMPOSITE
<br />SLAB
<br />\AN. '
<br />��
<br />ROOF FRMG AND
<br />SOLID BLOCKING BY
<br />—�`
<br />// 4^ • • ` j' 4. `—" 4 -
<br />NOTE: lTB2)
<br />1S1 ��
<br />EXISTING
<br />~ Wx16" TIE BEAM, ALL
<br />•
<br />; ;
<br />EXISTING STL BEAM
<br />STRUCTURE
<br />SPECIALTY ENGR
<br />z ,:�
<br />R •, •
<br />1
<br />,
<br />'; ' (4) SIDES REINF WITH
<br />';
<br />1
<br />l
<br />--------------- ----------
<br />_, 4
<br />�•. 4 •.• 1
<br />(2) *5 TOP t BOTTOM
<br />•'
<br />------------
<br />f
<br />l 1
<br />d., 4. W/ *3 TIES g 24" OC
<br />6' °
<br />1
<br />---_--_----__--
<br />° 1
<br />EXISTING
<br />u
<br />1'-4" (MIN) (2) *5 CONT (TYP)
<br />SECTIONS AND DETAILS
<br />8" CMU WALL
<br />EXISTING STL BEAM_/ "
<br />(ME16)
<br />PAN JOIST
<br />I
<br />c_Jit: -3
<br />Al
<br />SECTION @ ELEVATOR CAP
<br />A4
<br />SECTION @ ROOF INFILL
<br />A8
<br />SECTION @ ELEVATOR
<br />LOBBY
<br />Al2
<br />SECTION ar
<br />PARAPET
<br />A15
<br />SECTION @ WALL
<br />PROJ. NO. H-5021.00 SHEET
<br />DRAWN 5E/RH/TC
<br />3/4"=11-0"
<br />3/4"=1'-0"
<br />3/4"=1'-0"
<br />3/4"=1'-0"
<br />3/4"=11-0"
<br />S2101
<br />1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20
<br />Copyright HuntonBrody Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744
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