Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
13-550-039
T f ON FL 74N Dii NOTES 1. FOR GENERAL NOTES, REFER TO SHEET 5 -1.03. 2. FOR TYPICAL DETAILS, REFER TO SHEET 5 -I.I. 3. CENTERLINE OF COLUMNS AND /OR WALL SHALL COINCIDE WITH THE CENTER LINE OF BEAMS AND /OR FOUNDATIONS BELOW. 4. CENTERLINE OF BEARING WALL OR COLUMN BELOW 15 CENTER LINE OF WALL OR COLUMN IN TH15 LEVEL UNLE55 OTHERW15E NOTED. 5. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 6. FOR EXACT LOCATION OF ANY OPENING AND/OR EQUIPMENT, COORDINATE WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. `l. FOR NON LOAD BEARING MASONRY WALLS AND /OR PARTITIONS, REFER TO ARCHITECTURAL DRAWINGS. 8, TOP OF FOUNDATIONS SHALL BE -1'4" BELOW FINISHED GRADE. 9. GROUND FLOOR SLAB CONS15T5 OF A 4" CONCRETE SLAB ON GRADE OVER WELL COMPACTED FILL AND 6 MILL VAPOR BARRIER AN]--> REINFORCED W 1(oX(b- WI.4xW1.4WWF, LAPPED b" MIN. WWF SHOULD BE PLACED AT THE TOP 1/3 OF THE SLAB IN ORDER TO BE EFFECTIVE. ADDITIONALLY MESH SHALL BE SUPPORTED U51NG CHAIR 5OL5TER5. A# o F� P M M CONSULTING ENGINEERS STRUCTURAL ENGINEERING 6262 BIRD RD, SUITE 2K, MIAMI, FL 33155 PH: (305) 661 -9918 CA 9135 FX: (305) 675 -2350 REVISIONS BY 1Q 07 -26 -13 BDC Z U N h 110 � JOB 0 O� O acy) � cy) o o W cO co to Q © (y) n. QLO o En a z 0W Cn �� W � J u.. o �o J W M z W � .. X Q a u_ V p F-- .....1 Q w W W 00 01, t— r. p. O N cy o = ~ LO LO V h Z „� C-4 .-_ LO O Lua f � � J W Crl — 0 N LO N O W _ N _ JOB 0 O� O W � W z z o IV cO co to �C CL- 0 z 0 = o En a 0W Cn I'r� I �o J W a a N z z ~m V) 1-11 I2a o I � N � 5 3 r O I f � C lj 3 z w Z � a 1--, o (0 o W 0 j�OQU0 r2z oZ °moo° U o Oo. - - LO Elf W w ,r W of a�T) °�(s) O N 0 N LO N O W _ N O JOB a W L O W O N IV CL- FOUNDATION w PLAN W z z w 0 z J D V7 O U ri- SCALE AS NOTED DATE 04 -30 -13 JOB 13029 SHEET S-2.0 OF SHEETS NO �np TA E QF • °L0Ft��" �4p�PA%A. M�A°RR T� 1% FLORIDA�REG. No. 42650 t�37 JUl- I w OI 0 0 U a W z W 0 0 U