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o, o. <br />ELEVATION <br />32' 4° <br />8Z <br />- <br />wQ <br />- <br />�A <br />;o <br />_ ZZ <br />O <br />O <br />O <br />® <br />O <br />9' 10" <br />F, z a <br />- <br />- - - <br />�_0� <br />-. <br />BLOCK FILL OPENING AND INSTALL METAL <br />l7 <br />a 3 �7 <br />- <br />- - <br />- DOOR AND FRAME IN OPENING, NO CHANGE <br />- <br />NEW <br />Y F <br />- _ - - TO EXISTING LINTEL AT OPENING _ <br />- <br />o <br />25 <br />ml- <br />NEW <br />OFFICE <br />aD <br />m <br />SETTLEMENT AREA <br />DRYWALL CLG <br />'10 r <br />DRYWALL CLG <br />t0 <br />- <br />X <br />Op <br />X <br />- <br />O <br />FI <br />O <br />O <br />FAX MACHINE <br />o <br />_ <br />EXISTING TRUCK PARKING AREA <br />0 `9 <br />0ELEVATION CUT OPENING IN EXISTING BLOCK WALL <br />_ <br />FLOOR <br />- - AND INSTALL NEW FIXED GLASS WINDOW. <br />NEW <br />- <br />- - <br />- - INSTALL LINTEL ABOVE OPENING <br />- <br />- <br />X - <br />N <br />O <br />OFFICE <br />DRYWALL CLG <br />_8 <br />LL <br />NEW <br />x <br />x <br />OFFICE <br />DRYWALL CLG <br />41 <br />I6 5" <br />4' 0" <br />_ <br />9' loll <br />Y a <br />41s" <br />X <br />4s2" <br />NEW <br />o <br />STORAGES <br />N <br />3'0"X&'q1j <br />DRYWALL CLG <br />X p <br />a� <br />III <br />I I I <br />I Iiw FFnTT7i,i I I 114i <br />dz� <br />o-Q <br />QN <br />- <br />- - - <br />X <br />o <br />EXISTING <br />" <br />DRY STORAGE <br />- <br />EXISTING (5)RISERS . 6" TO LOADING DOCK - - <br />- <br />EXISTING WAREHOUSE <br />o, o" <br />FLOOR ELEVATION <br />- <br />WALL SCHEDULE <br />8" BLOCK WALL <br />T. <br />STEEL PERLIN WALL WITH <br />STEEL EXTERIOR SIDING, <br />2X4 WOOD STUD WALL <br />REVISED BUILDING DATA: <br />SQUARE FOOTAGE TABULATION <br />OCCUPANCY: MIXED <br />BUSINESS GROUP 15 <br />OFFICE SPACE <br />l86 <br />STORAGE GROUP 6-2 <br />STORAGE <br />69 <br />RESTROOMS <br />135 <br />CONSTRUCTION TYPE: V <br />WAREHOUSE <br />6389 <br />NON SPRINKLED <br />COVERED TRUCK <br />PARKING <br />1015 <br />OCCUPANCY LOAD <br />WAREHOUSE 6389/500 • 13 PEOPLE <br />TOTAL <br />5545 <br />OFFICE AND <br />RESTROOM 921/100 ■ 10 PEOPLE <br />STORAGE 69/300 - I PEOPLE <br />ENTRY AND <br />COVERED PARKING N/A <br />TOTAL OCCUPANCY LOAD - 24 PEOPLE <br />NEW <br />"19' 10" <br />EXISTING RAISED LOADING DOCK <br />FLOOR ELEVATION <br />OIL <br />DEMO NOTES: <br />(A) CUT FRONT !WEST) BLOCK WALL DOWN TO BE FLUSH <br />WITH LOADING DOCK FINISH FLOOR. <br />(Es) REMOVE EXISTING STAIRS AND CONCRETE FILL AREA <br />WHEN POURING NEW LOADING DOCK AREA <br />I <br />I <br />I <br />3.J I <br />i <br />_ I <br />FA I <br />I <br />I <br />B'O"X8'O" O.H. DOOR ' 8'O"XS'O' O.W. DOOR - „ 8`o"X8'0" O.H. DOOR <br />r�--- <br />4' 0" 8' O 4' 0" 8l O" 4-0". 8' O <br />31 Q <br />ADD ON CANTILEVER ROOF AREA <br />EXISTING BLOCK WALL LINE <br />TWAT WAS REMOVED. GRIND <br />FLOOR IF NEEDED IN THIS AREA <br />4' 0" <br />CONNECT NEW FIXTURES INTO EXISTING <br />SANITARY LINES. CUT SLAB AS NEEDED. 3030 s030y <br />AREAS AND ��Oc6$, <br />TERMITE TREAT DISTURBED <br />COVER WITH 6 MILL VISQUEEN AND PATCH <br />WITH 3000 PSI CONCRETE <br />co <br />\ ' <br />NEW o ' I NEW o ' <br />RSSTROOM\MT i R I -/ <br />FORMED AND POURED 12" CONCRETE I / in <br />YWALL <br />D CLG \ / DRYWALL CLG f <br />STEPS WITH (5) RISERS s 6" TO LOADING I r <br />% <br />DOCK. LOCATION OF STAIRS MAY VARY ~ <br />I %6� <br />N4142" ' 4112" <br />NEW RAISED LOADING DOCK <br />- - <br />- FORMED AND POURED 12" <br />CONCRETE STEPS WITH (5) <br />2 6 <br />FLOOR ELEVATION RISERS + T TO LANDING. <br />_ - CUT OPENING IN EXISTING 15LOOK WALL <br />AND INSTALL METAL DOOR AND FRAME <br />INSTALL LINTEL ABOVE OPENING <br />W <br />LL <br />X� <br />00 <br />8'011X8'0" O.H. DOOR , - - S'O1'X8'0" O.H. DOOR 6'O"X5'O" O.H. DOOR , 8b"X8'O" O.H. DOOR - - - - - _ - - 8'O"XB'O" O.N. DOOR - <br />8 0" 4' 0" a' O" 4' 0" 8' O" 4' O" D" 4' 0" e' 0" 4' 0" 4, 0" <br />ADD ON CANTILEVER ROOF AREA ADD ON CANTILEVER ROOF AREA <br />100,011 <br />REVISED FLOOR FLAN 3I1(011 1' oil <br />ARKAY ENGINEERING INC. <br />STRUCTURAL ENGINEERS <br />s <br />FLORIDA ucc-NsE NUMBER 31296 <br />HERBY CERTIF THAT THESE PLANS AMC) SPECIFICATIO NS <br />WERE PRE'AR-e.V '3Y ME OR UNDER MY DIRECT SUPERVISION <br />ARE IN COMPLIANCE XITH C<444,PTER ib, SECTION 1609 O F THE <br />FLORIDA BU11..DING t30?DE 2001 FOR 120 MPH (3 SECOND GUST) <br />WIND ZONE 100 MPH FASTEST SPEED AND THE ENTIRE 2001 <br />FLORIDA BUILDING CODE AND 2009 SUPPLEMENTS <br />y <br />2 <br />C� t <br />W <br />w N Q <br />to i <br />CR � M <br />y TR Q W op <br />Caass�W�� <br />W <br />0 �^�1�1w� <br />3 .VN�M .4J? � 4i <br />QMQM O <br />W <br />O <br />r <br />r <br />cow# <br />z LL caJ L <br />IL <br />U <br />z v� <br />u' <br />ztu <br />0 <br />a 4D <br />L <br />Ld n{ O <br />Q <br />d) <br />N O <br />CD <br />O <br />Z O <br />z <br />d <br />ID <br />V <br />u <br />i� ED <br />O <br />Lu O <br />if- LL <br />PG <br />2OFro <br />ARKAY * 13 - <br />