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1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 <br />R <br />■ <br />P <br />■ <br />0 <br />■ <br />N <br />■ <br />M <br />t <br />■ <br />L <br />■ <br />K <br />J <br />H <br />■ <br />G <br />U <br />0 <br />c <br />a� <br />U <br />_o <br />d <br />a F <br />Ln <br />I <br />C ■ <br />0 <br />N <br />4y Q E <br />I I <br />4-1 <br />i= <br />o■ <br />0 <br />N <br />V) <br />t° D <br />3 <br />0 ■ <br />N <br />In <br />�I <br />0 <br />i <br />3 C <br />U)I <br />0 <br />0 <br />0 <br />�I <br />coo B <br />i <br />U <br />w <br />0 ■ <br />0 <br />C <br />CD A <br />CN <br />0 <br />n <br />c <br />0 <br />U <br />m <br />T <br />NOTES: <br />1. FINISH NEW SLAB TO <br />MATCH EXISTING. <br />1 <br />REF <br />NOTES: <br />5201 <br />1. EXTEND PERT CMU WALL REINF MIN 4&0 <br />DOWN INTO PIT WALLS. <br />#3x1'-4" LONG � 24" OC. DRILL 4 <br />EXISTING SLAB -ON -GRADE. <br />EPDXY 4" INTO EXISTING SLAB <br />2, PROVIDE 24" SQUARE LEAVEOUT FOR <br />REFER TO ORIGINAL <br />- - - - - - - - - - - - <br />ACTUATOR (COORD W/ ELEV MFR)DRAWINGS <br />DRAWINGS FOR ADDITIONAL <br />NEW SLAB -ON -GRADE, <br />- - - - - <br />w .� , tl •_ * � »�� _ <br />3. WATERPROOF MEMBRANE, REF: ARCH <br />�5 12 ", TrP <br />INFOR'1ATION <br />SEE FDN PLAN NOTES\� <br />/tt//\ <br />I <br />DWGS/SPECS <br />_ <br />------ ---- - - ,. a <br />- FIN FLR EL <br />»° <br />Ili \� I <br />} <br />INITIAL RO <br />:» . . . : , " MATCH EXISTING <br />-; <br />i� <br />d <br />i i i i iie <br />nI1L <br />I- <br />Q ° <br />I I <br />y! <br />0 <br />• <br />411 11—OII <br />U <br />FINAL RO <br />d d <br />. <br />` `° <br />I A <br />W.( <br />INITIAL RO <br />, <br />#5 1211 TYP <br />• A. <br />d <br />;< <br />FILL WITH <br />PRECAST L INTEL <br />COMPACTED SOIL <br />.• <br />. . <br />F INAL RO <br />ad <br />36" A <br />1 72411 <br />REF 5201 <br />REF <br />d <br />a <br />d <br />414 �, II �, RECESS, REF: ELEV MFR <br />1� OC <br />5201 <br />° <br />4 <br />. d <br />PERIMETER <br />REF ELEV MFR I <br />° <br />. <br />N12 <br />SECTION @ <br />EXIST SLAB TO <br />N15 <br />SECTION @ EXISTING PIT <br />a a• <br />° <br />d d_ <br />T{II <br />d <br />3/4"=1'-0" <br />NEW SLAB <br />3/4"=1'-091 <br />i\ r <br />III CLR TYP <br />- , CONT L5x5x5/16 W/ 3/411 <br />a <br />d EPDXY BOLTS a 24" OC <br />° <br />° <br />n <br />} A a (VERIFY SIZE W/ ELEV MFR) �a NOTE 1 <br />a <br />4da <br />W O <br />� 4 12 OC EW \\ NOTE 3 <br />(TYP) * �, Id I\ <br />EPDXY BARS <br />E 1" DEEP, TYP <br />° <br />a <br />°'` <br />° ° I\ <br />EXISTING DECK ANGLE <br />04 x 2' 0" DBA WELDED <br />NON -SWELLING PRE- <br />d <br />TO EXISTING DECK ANGLE <br />FORMED PLASTIC S" <br />L d <br />d ° <br />ADHESIVE WATERSTOP TYP <br />° IN 2x4 KEY, (TYP) <br />d <br />()- <br />,� <br />EXISTING SLAB <br />MTL DECK, SEE <br />FMG PLAN NOTES <br />3/lro 2 12 MTL DEGK SEE <br />FMG PLAN NOTES <br />1'-6"xl'-611 11-011 <br />° .< ;d <br />.r d <br />SUMP PIT (TYP) <br />Z <br />d <br />a <br />CONT L4x4x1/4 <br />#5ow1211CC <br />A ° 4 I\ <br />---� ° EW TSB %--d. <br />°. <br />e <br />T/ SLAB EL - <br />MATCH EXISTING <br />------ <br />------ <br />0- :4 <br />da W <br />° <br />d <br />------- _ J, <br />Iil <br />— <br />r—1 L r—r-- <br />° <br />d 9 O <br />Q446 <br />p. a A l <br />1L <br />SEE FMG <br />IIIr II <br />d - ° <br />Ax.e <br />a <br />d d °d <br />. <br />I <br />m <br />e <br />PLAN NOTES <br />I 3/1(o KJ <br />II II <br />II �I <br />•. <br />--. _ .d d <br />---- - d <br />y—d< <br />•° d.: <br />b e <br />EXISTING DECK <br />� <br />u 2 12 �I <br />djI <br />•d <br />FIN FLR <br />° d <br />� eeaalI <br />° <br />�� <br />STL BEAM, SEE <br />JL_ JL <br />.. <br />d • P<° a'. <br />FINAL RO <br />EXISTING STL BEAM <br />FMG PLAN <br />STL BEAM, SEE <br />/ <br />\\ d d Q <br />EXISTING STL BEAM FMG PLAN <br />° <br />INITIAL RO <br />0561211OGEW <br />ENTRANCE ELE VA TION <br />A <br />NTS <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 />F: 407.645.3790 <br />11 <br />8 CMU <br />WALL <br />,5201 <br />1912 Boothe Circle • Suite 100 <br />Longwood, FL 32750 <br />bbmstructural.com <br />E85343 <br />Bora Erbilen P.E. #55996 <br />+ <br />EXISTING <br />E. I <br />U <br />ENGINEER HEREBY EXPRESSLY <br />RESERVES HIS COMMON LAW <br />COPYRIGHT AND OTHER PROPERTY <br />RIGHTSPLANS. <br />ND NOT o HE <br />II <br />REPRODUCED, CHANGED OR COPIED IN <br />SLAB <br />— II A <br />1L <br />_ <br />`) .{II II <br />4 <br />El <br />REF S„201 <br />ELEVATOR <br />SHAFT <br />EXISTING i <br />�+ <br />SLAB �Ti <br />�F f01�J,(O II <br />r.JFi <br />� <br />� <br />� <br />� <br />� <br />� <br />1- 11 <br />13� 4 <br />FORM ORSE <br />WRIGTSENRE <br />MANNER WHASSOEVERN <br />WITHOUT FIRST OB IAIMIS 7HE <br />EXPRESSED PEINING ON AND <br />CONSENT OF "BBM STRUCTURAL <br />STRUCTURAL ENGINEERS ASSIGNED To NOR PARTY WITHOUT BE <br />MI II <br />I <br />I <br />'j <br />-, <br />3rd LEVEL <br />I WRITTEN <br />Orlando Boca Raton OBTAINING AND CONSENT PERMISSION <br />----- <br />--- - - - - -- ------� ELEVATOR <br />SHAFT <br />--------------- ---- -� <br />= <br />;• <br />------------------ -� . . . <br />° <br />X <br />X <br />, <br />X <br />X <br />X <br />X <br />- <br />0 <br />NOT S: <br />1 1 1 .,Y <br />__--_------- ---- <br />------ ------ .. ,I ..: <br />I: ° :° <br />m <br />ca <br />to <br />ra <br />fa <br />m <br />' <br />1. WALL FRAMING SHALL CONSIST OF 6" <br />MEMBERS, AND MAXIMUM SPACING SHALL <br />SEAL <br />1 1 . <br />S20 <br />, , '� <br />BOX HEADER <br />BOX <br />HEADER <br />BOX HEADER <br />�� <br />BE 1(o ON CENTER <br />��A ERB <br />�� Qr / <br />°I. <br />` . d <br />II ` .I: <br />°I.• <br />2. BOX JAMBS, BOX HEADER AND SILLS <br />� <br />F •., �% <br />SHALL BE MADE FROM 6" MEMBERS. <br />'. <br />----------- <br />` I 03 HAIRPINS III OC <br />�- -� m. <br />------------- - --- <br />I <br />J a.. ., <br />' I <br />L <br />3. METAL FRAMING AND ITS OWN <br />59 <br />= 0 <br />dd. <br />8"x24" GONC TIE BEAM <br />m 9'' <br />MIN <br />— d.- <br />' <br />'� <br />CONNECTIONS SHALL BE BY A SPECIALTY <br />ENGINEER, SEE NOTE SE3 ON SHEET Sm01 <br />EXISTING <br />++� HAIRPINS <br />EXISTING I <br />.4 <br />CONC AM <br />BE <br />REINF T <br />RE WITH C2) *5 TOP <br />E BOTTOM WITH <br />PAN JOIST <br />FOR REQUIREMENTS. <br />�� '•: t4R1� .•'• ��` <br />�i`�iSSI •A��,�\``�� <br />� <br />MIDDLE <br />3 TIES 24 OC <br />SHORING BY <br />4. REFERENCE ARCHITECTURAL DRAWINGS <br />�/t,lill11111�\ <br />OTHERS <br />SILL <br />SILL <br />SILL <br />- <br />FOR SHEATHING. <br />1 -011 <br />EXISTING PAN JOIST <br />INTO EACH <br />BORA ERBILEN, P.E. #55996 <br />61' CMU WALL <br />EXIST PAN <br />JOIST <br />124'-511 <br />2nd LEVEL <br />Florida Hospital <br />Zephyrhills <br />E1 <br />SECTION @ EXISTING BEAM <br />E4 <br />SECTION @ <br />ELEVATOR OPENING <br />E8 <br />SECTION @ ELEVATOR <br />WALL <br />E12 <br />ELEVATION <br />OF METAL FRAME WALL <br />ED EXPANSION & ORTHO <br />3/4"=1'-0" <br />T <br />3/4"=1'-0" <br />3/4"=1'-0" <br />1 /4"=1'-0" <br />RENOVATION <br />S"xS" KNOCK -OUT <br />WALL BEYOND <br />EXISTING DECK <br />BLOCK W/ (1) *5 CONT <br />SEE PLAN <br />REF: ARCH'L <br />e <br />KEY NOTES <br />r <br />FOR SHEATHING <br />R-. —'04 <br />a MID -DEPTH <br />l <br />11 — <br />211 CMIN) f-4" (MIN) <br />LONG SLAB <br />�T <br />++ <br />++ <br />° — <br />Hunton a <br />W <br />REF: ARCH <br />EXISTING WALL <br />�� <br />REF: ARCH'L <br />FOR SHEATHING <br />FRMG <br />� <br />i <br />14 • <br />EXISTING DECK <br />' ' <br />; ; EXIST FLOOR <br />^ <br /><+ + <br />MTL AND ITS <br />OWN CONN'S BY <br />SPECIALTY ENG <br />1 <br />' <br />F- <br />SEE PLAN 1 1 <br />KEY NOTES �r - - - - - - - <br />1� , <br />EXISTING <br />STL BEAM <br />,+ <br />` , <br />EXISTING EXP . <br />JOINT IN BLDG <br />ROOF DEGK <br />DATE SUBMISSIONN0. <br />----=1�' <br />1-1 r - <br />`-'�'� <br />E1 <br />HOIST BEAM <br />- - - - - - - 1 <br />_ <br />(� <br />MTL FRMG AND ITS L <br />GLAZING BY <br />_ <br />+ + + <br />04.15.E CONSTRUCTION pOCUMENTB <br />REF 5201 <br />L4x4x1/4 W/ (2) 5/5110 <br />1 <br />1 <br />OWN CONN'S BY ENG <br />OTHERS <br />' ++ <br />A325N BOLTS INTO <br />BEAM 4 121 5/8"� <br />�1 <br />u <br />F- <br />1 <br />--------- -� <br />-� r---- <br />I <br />` EPDXY BOLTS INTO <br />..:: ° EVERY TIE BEAM=JL <br />•.• 9' ° <br />r-------------- <br />1 �- <br />I I <br />'� <br />u u <br />JL <br />REF: ARCH'L -- <br />FOR SHEATHING <br />EXISTING <br />COMPOSITE <br />` <br />ROOF FRMG AND <br />SLAB <br />SOLID BLOCKING BY <br />fil NOTE: CTB2) <br />EXISTING <br />SPECIALTY ENGR <br />811x1l" TIE BEAM, ALL ° <br />�Q <br />EXISTING STL <br />BEAM <br />STRUCTURE <br />'I <br />(4) SIDES REINF WITH <br />(2) *5 TOP 4 BOTTOM <br />I 1 <br />----------- <br />L. _; <br />«>°' . d: W/ #3 TIES 's 24" OC a. <br />-------------------------------------------------- <br />EXISTING <br />g11 CMU WALL <br />II <br />11 <br />EXISTING STL BEAM 11 <br />SECTIONS AND DETAILS <br />PAN JOIST <br />Al <br />SECTION @ ELEVATOR CAP <br />A4 <br />SECTION @ <br />ROOF INFILL <br />A8 <br />SECTION @ ELEVATOR <br />LOBBY <br />Al2 <br />SECTION @ <br />PARAPET <br />A15 <br />SECTION @ <br />PROJ. NO. H- 01.00 SHEET <br />DRAWN BE/RH/TC <br />Ise <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 />Ad <br />1 ■ 2 ■ 3 ■ 4 IN 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/Fax www.huntonbrady.com License AAC001744 <br />