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2 <br />3 <br />0 <br />11 <br />I <br />C <br />Cs <br />W <br />I I I I I I I I I I I <br />II II II II II <br />If II II II II <br />III II I11 II II <br />I� I I ICI <br />I i I� I I ICI i i I I <br />(---I�r--I— ---I---I—i.---I—I.— UNISTRUT FRAMING FOR <br />MEDICAL EQUIPMENT BY <br />DELEGATED ENGINEER <br />I II II <br />II III II Ili II II <br />II II II <br />I II II <br />I II II <br />II III II ICI II II <br />II III II ICI II II <br />II II II <br />II II II <br />I II 11 <br />L---U---U---L1 <br />II III II II II II <br />---1��=--Imo_------1---�'---I-I---U---u-- <br />II II II <br />----1-------L------ <br />vx <br />---I-l------I-I---ter--- <br />---fi---F7---�- <br />-n---r-T---�-- <br />i <br />{ I I I I I I I I <br />I EXISTING CONCRETE <br />GIRDERS I I <br />_--Ll_--LI.---U1---u---L1_ <br />I I I I I I <br />II <br />9 <br />II II <br />S2.1 <br />I I I I� I I ICI I I I I <br />II II <br />II II <br />II III II III it II <br />II II II II II II <br />II II II <br />II II it <br />II If <br />II II <br />II II II II II II <br />II II II II II <br />I I I I I I I I I <br />II II II <br />II II II <br />I EXISTING CONCRETE <br />II II <br />I I I I I I I I I <br />II II II II II II <br />I I PAN JOIST SLABI <br />11 II II <br />II II <br />L------- U--- <br />II II II II II II <br />U--- U--- U--- I_I----------- <br />II II II <br />L_I------- L1—_ <br />i II II <br />II II <br />II II <br />I II II <br />II II <br />II II <br />II II II II II it <br />II II II II II II <br />II II II II II II <br />II II II it II II <br />II II II II II II <br />II II II II II II <br />II II II <br />II II II <br />II II II <br />II II II <br />II II II <br />II II II <br />NOTES: <br />1. REFER TO ARCH AND EQUIPMENT MANUFACTURER FOR EQUIPMENT LOCATIONS. <br />2. ALL EXISTING DIMENSIONS, ELEVATIONS, AND STRUCTURAL MEMBERS SHOWN <br />HAVE BEEN TAKEN FROM THE ORIGINAL DESIGN DRAWINGS. INFORMATION <br />SHOULD BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. <br />3. NEW X-RAY EQUIPMENT TO BE HUNG FROM EXISTING SECOND FLOOR SLAB WITH <br />EXISTING AND NEW UNISTRUT FRAMING. REFER TO ARCH AND EQUIPMENT <br />MANUFACTURER FOR FINAL LOCATIONS AND ADDITIONAL INFORMATION. <br />SECOND FLOOR FRAMING PLAN <br />1 /4" = V-0" <br />EXISTING <br />SLAB -ON -GRADE <br />10 <br />1- <br />II 11 —III <br />fill <br />(VIF) <br />NON -SHRINK GROUT OR <br />SHRINKAGE COMPENSATING <br />REPAIR MORTAR INFILL <br />144 CONTINUOUS <br />WITH MATCHING <br />CORNER BARS <br />EXISTING TRENCH INFILL <br />1 1 /2" = V-0" <br />r Vfl�Ti\1/� /�I�\If11"1rTr' <br />TOP OF SLAB <br />NOTES: <br />1. REFER TO ARCH AND EQUIPMENT MANUFACTURER FOR EQUIPMENT LOCATIONS. <br />2. ALL EXISTING DIMENSIONS, ELEVATIONS, AND STRUCTURAL MEMBERS SHOWN <br />HAVE BEEN TAKEN FROM THE ORIGINAL DESIGN DRAWINGS. INFORMATION <br />SHOULD BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. <br />3. THE EXISTING AND NEW SLAB -ON -GRADE IN THE X-RAY ROOM MUST BE LEVEL TO <br />WITHIN 1/8" OVER A 10'-0" SPAN, OR AS REQUIRED BY THE EQUIPMENT MANUFACTURER. <br />GRIND EXISTING SLAB OR APPLY LEVELING COMPOUND AS REQUIRED TO MEET <br />EQUIPMENT LEVELNESS REQUIREMENTS. <br />FIRST FLOOR FRAMING PLAN <br />1 /4" = 11-91 <br />UNISTRUT FRAMING AT X-RAY ROOM 6 <br />3/4" = 11-0" <br />1 1\1{ATIYI IT ^1 A / ILJ� <br />Mf <br />NOTES: <br />1. REFER TO EQUIPMENT DRAWINGS FOR EQUIPMENT LOCATIONS, LOADING, <br />VERTICAL DEFLECTION AND LATERAL BRACING REQUIREMENTS. <br />T <br />A\i\Ir'l�TI/1\1 TIC rVIl�TI\In <br />VIYIV 11\V 1 1 1\/'11YI11YV 1 VI\ <br />MEDICAL EQUIPMENT BY <br />DELEGATED ENGINEER <br />NOTES: <br />1. REFER TO ARCH AND EQUIPMENT MANUFACTURER FOR EQUIPMENT LOCATIONS. <br />2. ALL EXISTING DIMENSIONS, ELEVATIONS, AND STRUCTURAL MEMBERS SHOWN <br />HAVE BEEN TAKEN FROM THE ORIGINAL DESIGN DRAWINGS. INFORMATION <br />SHOULD BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. <br />FIRST FLOOR DEMOLITION PLAN <br />1 /4" = V-0" <br />EXISTING STUD WALL <br />#4x2'-6" DOWELS @12" <br />AROUND PERIMETER, <br />EXPDXY ANCHOR <br />INTO EXISTING SLAB, <br />4"EMBEDMENT <br />EXISTING 4" THICK <br />SLAB -ON -GRADE <br />9" THICK SLAB -ON -GRADE <br />(ACTUAL THICKNESS TO MATCH <br />EXISTING) REINFORCED WITH <br />#4@12" EACH WAY, TOP AND <br />BOTTOM <br />- <br />-III—I <br />-I 177 T 71PLACE <br />STABLE SLOPE CONTINUOUS EXISTING 9" THICK <br />WATERPROOFING AND SLAB -ON -GRADE <br />TIE INTO EXISTING, <br />REFER TO ARCH <br />SLAB -ON -GRADE DETAIL <br />3/411 = 11-014 <br />REFER TO ARCH <br />SLAB -ON -GRADE, 1-#4 CONTINUOUS <br />REFER TO PLAN AT PERIMETER <br />W Q <br />�o <br />e° <br />=T F=1 T1=TIT= I =TIT 7 7 T1=T T <br />i 11 I I=1 I I1 I! III I I=1 I I1 I I=1111 11= <br />REPLACE CONTINUOUS <br />z WATERPROOFING AND <br />2 TIE INTO EXISTING, <br />to REFER TO ARCH <br />106 WEST NORTH BAY STREET 1 TAMPA, PL 33603 <br />http://cjaegroup.com <br />BAN <br />►ry ux waiter <br />Ann, p moore <br />QVA <br />Walter P Moore and Associates, Inc. <br />201 East Kennedy Blvd, Suite 300 <br />Tampa, Florida 33602 <br />813.221.2424 <br />Certificate of Authorization No. 3818 <br />WPM Project No. S06-21032-00 <br />STAMPS AND APPROVALS <br />0%J1111111/I1I <br />.%`��g'� • s• M�yR''% <br />moo• % � �••.2- <br />No. 62831 <br />STATE OF <br />'�i�t� �� O R 1 P•' ��,�. <br />Mill, <br />gh-)b <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND <br />SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING <br />CODES. <br />ROBERT S, MOHRLAND P.E. NO 62851 <br />rra <br />PROJECT NAME <br />ADVENTHEALTH ZEPHYRHILLS <br />ROOM 6 X-RAY REPLACEMENT <br />PROJECT LOCATION <br />7050 GALL BOULEVARD <br />ZEPHYRHILLS, FL 33541 <br />PROJECT NUMBER <br />2021-009 <br />PROJECT PHASE <br />100% CONSTRUCTION DOCUMENTS <br />ISSUE DATE <br />AUGUST 18, 2021 <br />REVISIONS LIST <br />NO. I DATE DESCRIPTION <br />SHEET TITLE <br />PLANS AND DETAILS <br />NEW TRENCH IN SLAB -ON -GRADE <br />1 1/211= V-0" <br />SHEET NO. <br />S2,1 <br />