|
K
<br />J
<br />H
<br />■
<br />G
<br />U
<br />0
<br />c
<br />U
<br />0
<br />0-
<br />o F
<br />I
<br />0 ■
<br />N
<br />ri
<br />O
<br />`L E
<br />E
<br />41
<br />a ■
<br />0
<br />N
<br />V)
<br />D
<br />3
<br />o ■
<br />N
<br />�I
<br />0
<br />i
<br />3 C
<br />LI
<br />0
<br />nCD
<br />0
<br />VI
<br />B
<br />CC bi
<br />r
<br />O ■
<br />i
<br />� r
<br />~ O
<br />CO
<br />v
<br />C° A
<br />U �
<br />Q 0
<br />N
<br />r
<br />n
<br />0
<br />c LL-
<br />U
<br />+s
<br />CL
<br />0.
<br />0
<br />1-1
<br />7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20
<br />NOTES:
<br />1. FINISH NEW SLAB TO
<br />MATCH EXISTING.
<br />1
<br />NOTES:
<br />REF -
<br />1. EXTEND PERT CMU
<br />WALL REINF MIN 480
<br />*3xl'-4" LONG a 24" CC. DRILL 4
<br />DOWN INTO PIT
<br />WALLS.
<br />EXISTING SLAB -ON -GRADE.
<br />EPDXY 4" INTO EXISTING SLAB
<br />41K
<br />2. PROVIDE 24" SQUARE
<br />LEAVEOUT FOR
<br />REFER TO ORIGINAL
<br />(7
<br />(COORD
<br />3. WATERPROOF MEMBRANE,
<br />W/ ELEV MFR)
<br />REF. ARCH
<br />*S
<br />12 II TYP
<br />FOR ADDfTIONAL
<br />INFORMATION
<br />NEW SLAB -ON -GRADE,
<br />SEE FDN PLAN NOTESpRAWINGS
<br />-
<br />- - - - - -
<br />aACTUATOR
<br />�,\ % " °
<br />DWGS/SPECS
<br />,
<br />_ ;,
<br />.
<br />.%
<br />------ ----- -- Y
<br />INITIALRO,:.....:...
<br />..
<br />...... .._..._..::.:....:.:.:...::..::.....::.....:.:...:.:.:.:.:.::.;.::.:..::..:;:::::..::....::.:.::.:::..::.::::..,...... ,.:.:.:,:,:..:;
<br />'.:.
<br />:.::.;.:::.:,,:.,.,.::;,i,:a;:.::.:::.:::..:>:..:::.:;':;i:—: i.:.:::::::::::::::.:�:-:av::::.::�::::: :as::::;..-::::.:.:.:.::.....: :.....:::...::_;;
<br />,;.»'�:^-:. MATCH EXISTING
<br />° e
<br />�'
<br />\
<br />•a'd
<br />�V/.
<br />/1
<br />e4
<br />w
<br />.' •4
<br />T X/
<br />A-
<br />FINAL RC
<br />d .. ';°
<br />a Q' "' ...
<br />10
<br />A A�
<br />LLJ
<br />INITIAL
<br />RC
<br />° `
<br />*S a 12", TYP
<br /><
<br />a
<br />d
<br />4a'.
<br />FILL WITH
<br />PRECAST LINTEL
<br />'4 °
<br />COMPACTED SOIL
<br />d' , a
<br />d
<br />d
<br />�
<br />A FINAL RO
<br />P
<br />36"
<br />REF 1 24"
<br />REF 1
<br />4
<br />0�.
<br />Sz01 *4 16" DC RECESS, REF:
<br />ELEY MFR
<br />S20
<br />a.< a,<
<br />A.
<br />PERIMETER
<br />°• ° °
<br />a q4,
<br />°
<br />N12
<br />SECTION
<br />@ EXIST SLAB TO
<br />N15
<br />SECTION @ EXISTING PIT
<br />REF ELEY MFR
<br />I
<br />G
<br />4
<br />e
<br />___
<br />d _
<br />e4. '°. e° .a
<br />b iY ..
<br />I °
<br />°Q' a 1F' aiF J'^ i! iL ^T u-6.°'•
<br />'d 2' <° •<
<br />— — —e
<br />-- —
<br />°
<br />n` asa
<br />° `
<br />d °—
<br />3/4"=1'-0"
<br />NEW S LAB
<br />3/4"=1'-0"
<br />\
<br />CONT LSx5x8/1ro
<br />W/ 3/4"0
<br />1ll CLR TYP
<br />d
<br />=
<br />EPDXY BOLTS
<br />a (VERIFY SIZE
<br />a 24" OC
<br />W/ ELEY MFR) NOTE i
<br />.
<br />} b a oil
<br />°.
<br />I
<br />°
<br />-� ,/� (TYP)
<br />4
<br />NOTE 3
<br />*4 12" OC EW (°' \
<br />EPDXY BARS
<br />d
<br />< ..
<br />w ry
<br />/
<br />- I\
<br />5" DEEP, TYP
<br />. °4"
<br />EXISTING DECK ANGLE
<br />*4 x 2'-0" DBA WELDED
<br />NON -SWELLING
<br />PRE-
<br />TO EXISTING DECK ANGLE
<br />FORMED PLASTIC
<br />C2, 11 \,.dtl
<br />y Q. ° ADHESIVE WATERSTOP
<br />IN 2x4 KEY, (TYP)
<br />TYP ` o:.
<br />QaaQ < `'
<br />° °' a <
<br />EXISTING SLAB
<br />MTL DECK, SEE
<br />FMG PLAN NOTES
<br />MTL DECK, SEE
<br />3/16 2 �' 12 FMG PLAN NOTES
<br />°.°
<br />1'-6"xl'-9, 1'-O"
<br />z
<br />a
<br />*5�12"OC
<br />SUMP PIT (TYP)
<br />d
<br />°. °
<br />°
<br />CONT L4x4xl/4
<br />` °
<br />---��� EW TSB
<br />Po i \
<br />L/�—— —
<br />cn IY
<br />w
<br />e" �'. (Y�-
<br />°
<br />`
<br />---- ------ *—a*
<br />T/ SLAB EL -
<br />a
<br />TING
<br />° MATCH EXISTING
<br />---------
<br />_
<br />� �
<br />.».---------
<br />_
<br />e. G �
<br />111
<br />________�_�I
<br />°° ° •�
<br />al d °(
<br />SEE FMCS
<br />e aa, °.
<br />Q
<br />°
<br />I. e . . a
<br />a° ad
<br />a Q
<br />d
<br />i
<br />PLAN NOTES
<br />• °'d
<br />a °
<br />I °
<br />T
<br />°° d •
<br />EXISTING DECK
<br />2 12
<br />d °--°a .
<br />FIN FLR
<br />° •
<br />JL
<br />JL
<br />J�
<br />.ems .. °
<br />..
<br />a°e ° !\—L4x4x3/OxO'-6"
<br />`�°
<br />///IJ'
<br />EXISTING STL BEAM
<br />STL BEAM SEE
<br />FM AN
<br />G PL
<br />STL BEAM SEE
<br />/
<br />°. °
<br />° °
<br />FINAL
<br />RO
<br />EXISTING STL BEAM FMG PLAN
<br />°
<br />INITIAL
<br />RO
<br />#5-912"CCEW
<br />3'_2
<br />ENTRANCE
<br />ELEVATION
<br />A
<br />NTS
<br />J1
<br />SECTION @ ELEVATOR PIT
<br />J12
<br />SECTION @ BEAM CONNECTION
<br />J15
<br />SECTION @ FLOOR INFILL
<br />3/4"=1'-0"
<br />3/4"=1'-0"
<br />3/4"=1'-0"
<br />NOTES:
<br />1, FINISH NEW SLAB TO MATCH EXISTING.
<br />A
<br />fj'
<br />B `
<br />P: 407. 645 3423
<br />B ` M F:407.645.3790
<br />8" CMU WALL
<br />" 'r`i'j=
<br />2
<br />5201
<br />Boothe Circle - Suite 100
<br />1912Longwo
<br />NEW SLAB
<br />d, FL 32750
<br />bbmstruc[ural.com
<br />EB5343
<br />Bora Erbilen P.E. #55996
<br />�+
<br />EXISTING
<br />E.
<br />LUJ
<br />, `
<br />U
<br />ENGINEER HEREBY EXPRESSLY
<br />RESERVES HIS COMMON LAW
<br />COPYRIGHT AND OTHER PROPERTY
<br />RIGHTS IN THESE PLANS. THIS DESIGN
<br />AND DRAWINGS ARE NOT TO CHANGED OR C IBE
<br />E
<br />EP ODU DOR
<br />RANY
<br />I
<br />II
<br />J�
<br />SLAB
<br />���
<br />L.I
<br />—1
<br />!1
<br />REF 21
<br />ELEVATOR
<br />SHAFT
<br />EXISTING
<br />SLAB
<br />REF E1 I
<br />S201 II
<br />—
<br />O
<br />-'
<br />N
<br />�
<br />�
<br />�
<br />�
<br />�
<br />�
<br />-
<br />13�' — d II
<br />-
<br />STRUCTURAL
<br />Orlando
<br />FORM MANN R WHATSOEVERN
<br />EXPRESS OWITHOUT WR ITTENFIRST O PERMISSION SSION AINING SAND
<br />ENGINEERS ENGINEERS,ANORARESTHEYTTOAeE
<br />ASSIGNED TD ANY PARTY WITHOUT PIRST
<br />Baa Raton OBTAININ G AID WRITTEN PERMISSION
<br />II
<br />M I
<br />3rd LEVEL
<br />•
<br />AND CONSENT
<br />-- - - - - -
<br />-------
<br />- - - - - - - - - - - - - - - - -N
<br />----
<br />r------ -------�
<br />ELEVATOR
<br />SHAFT
<br />---------------_
<br />-
<br />---------------� ---- ,.
<br />------1
<br />--------- -�
<br />�.
<br />X
<br />O
<br />X
<br />O
<br />X
<br />O
<br />X
<br />O
<br />X
<br />O
<br />X
<br />O
<br />_
<br />B
<br />NOTES:
<br />WALL FRAMING SHALL CONSIST
<br />•
<br />SEAL
<br />I
<br />y
<br />REF
<br />r------ :''
<br />fQ
<br />tQ
<br />m
<br />-�
<br />1, OF 611
<br />MEMBERS, AND MAXIMUM SPACING SHALL
<br />BOX HEADER
<br />OX
<br />HEADER
<br />BOX
<br />HEADER
<br />BE IV' ON CENTER,
<br />i11,1 i►t«�iJJJ
<br />°`a
<br />2. BOX JAMBS, BOX HEADER AND SILLS
<br />.
<br />SHALL BE MADE FROM �" MEMBERS.EN
<br />' _ _ _ _ - -
<br />------------------------
<br />m.e
<br />l
<br />*3 HAIRPINS �
<br />II
<br />16 OC
<br />_
<br />------------_ - - - A—., .° aL
<br />� I :I.
<br />-J a I.°
<br />�
<br />EX18T G SAW -CUT 6 REPLACE SOG
<br />I
<br />EXIST G
<br />=
<br />3. METAL FRAMING AND ITS OWN
<br />;
<br />SLAB AS REQUIRED SLAB
<br />EXISTING
<br />8"x24" CONIC TIE
<br />BE REINF WITH\—#(o=
<br />AM C2)
<br />m 9
<br />MIN
<br />HAIRPINS
<br />EXISTING
<br />I
<br />C'i 6x�-W1.4xW1e4 WWF
<br />CONNECTIONS SHALL BE BY A SPECIALTY
<br />ENGINEER, SEE NOTE SE3 ON SHEET 8001
<br />* ;
<br />•.8CONC
<br />SEAM
<br />2
<br />FOR REQUIREMENTS.
<br />•�..`
<br />*S TOP, MIDDLE 8
<br />BOTTOM WITH *3 TIES
<br />SHORING BY
<br />6l
<br />-
<br />PAN JOIST
<br />------d
<br />�.--E-.—.� —.-,•—:—.—:--.—.�.
<br />`
<br />- - - - - - -
<br />4. CHITECTURAL DRAWINGS
<br />p
<br />I
<br />� 24" OC
<br />OTHERS
<br />_
<br />—7R—Rr ° L a '°
<br />__
<br />—rrl=-TrT—
<br />SILL
<br />SILL
<br />SILL
<br />_
<br />FOR SHEATHING.
<br />��oNG\������
<br />NAL
<br />EXISTING PAN JOIST
<br />II
<br />8 CMU WALL
<br />INTO EACH
<br />EXIST PAN
<br />_
<br />I -) I —� = I --�
<br />w
<br />-I �4-1
<br />*3 DWLxl'-4" os 24" OC
<br />BORA ERBILEN, P.E. #55996
<br />JOIST
<br />(STAGGERED) EACH SID
<br />2nd LEVEL
<br />COMPACTED FILL
<br />12" CC. DRILL 4 EPDXY.
<br />�
<br />Florida Hospita'S
<br />4" INTO EXIST'G SLAB.
<br />Zephyrhllls
<br />E1
<br />SECTION @ EXISTING BEAM
<br />E4
<br />SECTION %ar
<br />E8
<br />SECTION a)
<br />E10
<br />SLAB REPLACEMENT
<br />E12
<br />ELEVATION OF METAL FRAME
<br />WALL
<br />ED EXPANSION & ORTHO
<br />3/4"=1'-0"
<br />3/4"=1'-0"
<br />ELEVATOR OPENING
<br />3/4"=1'-0"
<br />ELEVATOR WALL
<br />1 /4"=1'-0"
<br />ETAI L
<br />1 /4"=1'-0"
<br />RENOVATION
<br />8"x8" KNOCK -OUT WALL BEYOND
<br />5LOCK W/ (1) 05 CONT
<br />EXISTING DECK
<br />SEE PLAN
<br />REF: ARCH'L
<br />EXISTING SOFFIT FRAMING
<br />a
<br />KEY NOTES FOR SHEATHING
<br />r
<br />Q ------------------------
<br />�
<br />t _• 0 m all OC
<br />a MID -DEPTH
<br />-------- 1`�I
<br />-�
<br />_
<br />4" (MIN)
<br />211 (MIN) CONIC SLAB
<br />°
<br />+ +
<br />+ +
<br />—
<br />Hunton
<br />w
<br />0
<br />REF: ARCHT
<br />•`
<br />I I EXISTING WA
<br />��
<br />REF: ARCH'L
<br />FOR SHEATHING
<br />O
<br />O
<br />¢ a .,:
<br />= .' .d.' • '..
<br />;.�
<br />I I
<br />JL
<br />'+
<br />MTL FRMG AND ITS
<br />OWN CONN'S BY
<br />MTL FRMG AND
<br />A C H I T E C T S
<br />J
<br />EXISTING DECK
<br />I I EXIST
<br />I I
<br />FLOOR
<br /><,+ +
<br />SPECIALTY ENG
<br />ITS CONN'S BY
<br />•'
<br />SEE PLAN
<br />EXISTING
<br />�+
<br />SPECIALTY ENG
<br />cv
<br />e °
<br />KEY NOTES
<br />EXISTING EXP
<br />ROOFD C
<br />REF: ARCH'L
<br />1-
<br />°. ".
<br />- - - - - - -
<br />'I ,I r- , r-,
<br />STL BEAM
<br />JOINT IN BLDG
<br />FOR SHEATHING
<br />DATE
<br />SUBMISSION N0.
<br />�_
<br />E1
<br />HOIST BEAM
<br />J--------- -�'
<br />MTL FRMG AND ITS
<br />GLAZING BY
<br />_ _ _ _
<br />+++
<br />04.15.16
<br />CONSTRUCTION C)OCUMENTS
<br />REF S201
<br />L4x4xl/4 W/ (2) S/8"
<br />i
<br />OWN CONN'S BY ENG
<br />OTHERS
<br />t- i
<br />`�
<br />05.10.16
<br />ADDENDUM NO. I 1
<br />A328N fi30LT8 INTO
<br />BEAM C2) S/8"�
<br />+ +
<br />SEE KEY NOTE 0
<br />08.04.16
<br />CCD NO. 1 2
<br />--------- -�
<br />- r - ---�
<br />° EPDXY BOLTS INTO ° • r-------- - - - - --
<br />'• EVERY TIE SEAM L---- -
<br />u u
<br />=JL JL
<br />ZREF: ARCH'L - - =
<br />FOR SHEATHING
<br />EXISTING
<br />COMPOSITE
<br />i
<br />��
<br />�. i
<br />ROOF FRMG AND
<br />SLAB OR GRADE ON SHEET 5111
<br />(REF CIVIL)
<br />_
<br /><»_ ':"'
<br />I
<br />.°:..d.'. 0 NOTE: (T82) .e:.40, I
<br />SLAB
<br />EXISTING
<br />SOLID BLOCKING BY
<br />'\
<br />/ /// qd%i'
<br />/� °"' ° .:e*
<br />I
<br />8"xlh" TIE SEAM ALL '
<br />•a`4.
<br />EXISTING STL
<br />BEAM
<br />STRUCTURE
<br />SPECIALTY ENGR
<br />^� z
<br />„ . C4) SIDES REINF WITH I
<br />`.' ��
<br />,
<br />`-- a'�'
<br />°(2) 05 TOP 4 BOTTOM
<br />IL_
<br />--- --------------
<br />------
<br />-------------
<br />------- -
<br />;• ...
<br />L_ J
<br />.�..°..•a. W/ *3 TIES 6 24" OC 'a,a..•d. J
<br />-------------
<br />— — — — — — — — — — — — — — — — — — — — — — —
<br />-------
<br />— — — — — — — — — — — — — — —
<br />EXISTING
<br />��
<br />11
<br />1'-4" (MIN) (2) *5 conk (TYP)
<br />SECTIONS AND DETAILS
<br />SII CMU WALL
<br />EXISTING
<br />STL BEAM 11
<br />CME16)
<br />PAN JOISTT�L
<br />II
<br />c_JL=
<br />Al
<br />SECTION a ELEVATOR CAP
<br />A4
<br />SECTION a�
<br />ROOF INFILL
<br />A8
<br />SECTION
<br />ELEVATOR LOBBY
<br />Al2
<br />SECTION PARAPET
<br />A15
<br />SECTION @ WALL
<br />PROJ. NO. H-15021.00 SHEET
<br />DRAWN
<br />RE/RH/TC
<br />3/4"=1'.0"
<br />3/4"=1'-0"
<br />3/4"=1'-0"
<br />3/4"=1'.0"
<br />3/4"=1'.0"
<br />Sol
<br />)01
<br />1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20
<br />Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407)839-1709/Faxwww.huntonbrady.com License AAC001744
<br />
|