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00-0045-010 4" CONCRETE SLAB W/ GENERAL NOTES DESIGN PARAMETERS & ASSUMPTIONS F-2 F-2 2500 P.S.I. CONCRETE -- - MASONRY: CODE EDITION X SFBC 1994 ASCE 7-93 TESTED BUILDING HEIGHT X K 60 FT. > 60 FT. T CMU 2" x 6" PT BEYOND ^ l ^ ^ ^ ^ ^ ^ ^ ^ 1. ALL MASONRY SHALL BE PLACED PLUMB AND TRUE X ACI 318-92 X ACI 530-92 GUST VELOCITY PRESSURE PER ASCE 7-93 ;T �.� : \ WALL BEYOND PRODUCT CONTROL GAR. DOOR 0 2. LOAD BEARING MASONRY SHALL CONFORM TO THE FOLLOWING: X MASONRY DESIGNERS GUIDE BY A.C.I., T.M.S., A.S.C.E. ROOF DEAD LOAD 25 (10 PSF FOR WIND) /��`�/ /\/ / / ii`� i /,�/,�i,�i,� i,�i,�i i,��i�i�� 60 SQ. INCH VENT IN GAR. DOOR MIN. A) MASONRY UNITS SHALL CONFORM TO ASTM C-90 GRADE N-I (2 CELLS) SIZE 8" X 8" X 16" BUILDING DESIGN AS PARTIALLY ENCLOSED X ENCLOSED OPEN ROOF LIVE LOAD 30 ' i� >��\i � i 2 # 5 DIA. REINFORCEMENT BAR CONT. 7 DAY STRENGTH OF 1900 PSIi� /�\�/ /jam �yi iiiii��� /�`�'�/�cC� 11" " ^^^M1 ^^^^^ ^^^ ^^^^^ 2 ISSUANCE FOR BASIC WIND SPEED 110 M.P.H. SHEAR WALLS CONSIDERED RYES NO PAVERS 2 SLOPE 4" CONCRETE SLAB W/ C) BOND ABEAMS & FILLED SCELLS TO"BESFILLED WITH 2000 PSI GROUT 12'x12" THICKEN EDGE CONCRETE (8" TO 11" SLUMP OR 2500 PEA ROCK PUMP MIX CONCRETE (6" TO 8" SLUMP) IMPORTANCE USE FACTOR 1.05 CONTINUOUS LOAD PATH PROVIDED RYES NO SLAB W/ 1 #5 CONT. COMPACTED 2500 P.S.I. CONCRETE ❑BIDDING SET ONLY SAND ..� :bz D CMU S TO BE LAID IN A RUNNING BOND ONLY. I�`�I 30" DOUBLE MESH ❑CONSTRUCTION SET ONLY E MORTAR ALL FACE AND HEAD JOINTS MIN 318" _ F MORTAR CROSS WEBS AT CELLS TO BE FILLED WITH GROUT EXPOSURE C D E TA I ° - VAPOR BARRIER N El BUILDING PERMIT SET ONLY G GROUTED CELLS CAVITY SPACE SHALL BE A MINIMUM OF 3" X 3" CLEAR L @ S H lJ W I I I I I I I I i�I I�I I - ° _ _ _� I l _ Tj I , MINIMUM SOIL BEARING PRESSURE 2000 P.S.F. E R = -III-JAI-III-I I-III-III _ _ _ _III_ _ _ REVi H PLACE REINFORCING PRIOR TO GROUTING AS INDICATED ON PLANS I I I�I i I MIN. BAR SPLICES 48 BAR DIAMETERS f- -.IIL-II -III-III-III- -III-ICI-III- I-III-I -III-III- ls" x ls" MONOLITHIC REV2 �,{' •r J) PROVIDE CLEANOUT OPENING AT THE BOTT. OF REINF. MASONRY CELLS 1 #5 IN 3000 PSI CONCRETE 1 I I R I�I III I III I I I I ICI I I CONCRETE •' -.° .' '•: BEING FILLED TO ENSURE CELLS PROPERLY GROUTED KEY NOTES FILLED CELL PROVIDE CLEANOUT ONCRETE FOOTING AT BOTTOM TO ENSURE 16» 3. REINFORCING � •� REBAR: A-615-60 YIELD 4" REINFORCED CONCRETE SLAB WITH 6X6-1.4x1.4 WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN WELL PROPER FILL FILLED CELL AT ALL ❑1 COMPACTED FILL FREE OF ORGANIC MATTER. MAXIMUM SIZE OF ANY ROCKS WITHIN 12" BELOW THE FLOOR SLABS ON GRADE: SLAB SHALL BE A MAXIMUM OF 3" IN DIAMETER. OPENINGS, AT ALL CORNERS AND MAX. SPACING INDICATED ON PLANS 1. COMPACT INTERIOR FILL TO 95% MODIFIED PROCTOR MAXIMUM DRY 02 PROVIDE DOUBLE LAYER OF 1.4x1.4 WELDED WIRE MESH 30" WIDE ALL AROUND THE PERIMETER g `#• , �� �...a. ALL SPLICES SHALL BE DETAIL @ GARAGE DOOR DENSITY PER ASTM D-1987 AT OPTIMUM MOISTURE CONTENT, SOIL A MIN. OF 30" 1-#5 REINFORCEMENT BAR GRADE 60 IN GROUT FILLED CELL AT ALL CORNERS, NEXT TO ALL OPENINGS, AND AFFIX SEAL:HERE COMPACTION SHALL BE FIELD CONTROLLED BY A QUALIFIED LABORATORY 0 6' o.c. MAXIMUM OR UNLESS NOTED OTHERWISE. 4z OR SOILS ENGINEER APPROVED BY STRUCTURAL ENGINEER. EACH LAYER OF FILL SHALL NOT EXCEED 12" THICK, AND SHALL BE COMPACTED PRIOR ® RECESS SLAB 1\"X11" AT GARAGE DOOR OPENING 4" CONCRETE SLAB W/DOUBLE W is TO PLACEMENT OF THE NEXT LAYER. ALL SLABS ON GRADE SHALL BE AS 8 CMU I WWF 6"x6"-10/10 WELDED WIRE SHOWN WITH 6" x 6" , W1.4 x W1.4 (10/10) WELDED WIRE MESH IN THE ❑5 RECESS SLAB 3/4% 8 AT SLIDING GLASS DOOR OPENINGS w ,� CENTER OF SLABS UNLESS OTHERWISE NOTED. © _ U FABRIC 2500 psi CONC. MIN. o GROUT FILLED CELL BENEATH GIRDER TRUSS ABOVE SEE DELEGATED ENGINEERS TRUSS LAYOUT FOR O PROVIDE 1 1/2" RECESS AT SLAB PERIMETER �...� EXACT LOCATION 0- II 4" CONCRETE SLAB W/ 2. PRIOR TO CONSTRUCTION, PROVIDE TERMITE PROTECTION SOIL TREATMENT 30» 2500 P.S.I. CONCRETE AS PER SFBC REQUIREMENTS ❑7 8 x 8 x 16 CONCRETE MASONRY UNITS 2 # 5 DIAMETER REINFORCEMENT • » rr TOP BAR SEE PLA FOR LOCATION MIN. 1" CLEAR EDG DISTANC BAR CONT. a 3. ALL VEGETATION AND ORGANIC MATTER SHALL BE REMOVED PRIOR TO ® 4" THICK CONCRETE SLAB, VERIFY SIZE & LOCATION w/ A/C CONTRACTOR FIN. PLACEMENT OF FILL. ❑9 CONCRETE PAVERS, REFER TO ARCHITECT FOR SPECIFICATION. N GRADE �" 2" SL. z SOIL STATEMENT �!!\ \\�/�\�/�\�/ e e / \�/�\�/�\�� p a-1 I-1 I-1 I VAPOR BARRIER 1. A GEOTECHNICAL SOIL REPORT SHALL BE SUPPLIED BY A SOIL TESTING LAB //\//\\/ //\\ \//\\//\\ �V POR BARRIER 3/4» --°-�--� ° ' _ I I -I I I-I I I STATING A MIN. BEARING CAPACITY OF 2000 PSF PRIOR TO THE COMENCEMENT i / j / //\//\ \ _= II-III-III-11 W la \\/\\/\\/ / \\/\\ \\ I I I=1 I I=1 I I=1 I I-I I I I-III I I -I I -I I I-I I I A OF CONSTRUCTION. SHOULD ANOTHER CONDITION BE ENCOUNTERED THE ARCH. *THIS STRUCTURE HAS BEEN DESIGNED BY RATIONAL ANALYSIS* '//\//\// / //\ /\//\\�� I I-H 1=1I I=III-1 I�I I I-1I I-1 I I I1=1I I-1I I-1 �\/�\// \\\� \\ \\ \\\ \\�\\�\` I I I-1 I I-1 11-1 I I,,,I I -1 I-1 I I-1 I I,, IS TO BE NOTIFIED PRIOR TO RESUMING WITH THE WORK. AT THE TIME OF � �/ � W CONTRUCTION A TEST COMPANY SHALL SUPPLY A LETTER ATTESTING /\%/ // // DARD HOOK 12" 30" DOUBLE MESH o W r..l 0 0 THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE �� \�\\�\\�\j�\\�\\�\\�\/�\\�'� AROUND STEP H SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. \S� ' 1. �'/%/%/% �A/ w E••� REINFORCED CONCRETE: �Q � 4 DETAIL @ EXTERIOR WALL. DETAIL @ STE DOWN GARAGE 1. STRUCTURAL CONCRETE SHALL CONFORM TO ACI-318, AND SHALL HAVE � z OW 3000 P.S.I. COMPRESSIVE STRENGTH IN 28 DAYS FOR THE FLOOR SLABS g W 0 r n r » " r r n 1 -2 , » r n r " , » , » r n r n , " , " , " rh� 3-0 2-6 2'-10 1 -6 6-4 2-4 2-11 2-11 2-4 4-6 8-4 4-8 3-7 5-4 7_0 ,r 81_5" 3,_7„ V 0 0 2. AGGREGATES SHALL BE CLEAN & GRADED, MAXIMUM SIZE 3/4", CONCRETE o ASTM-33 SHALL COMFORM TO ASTM C-94. s C3 0 ��TT C3 00 z wl 3. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 REINFORCING © ® 101" ® - STEEL SHALL BE DETAILED AND FABRICATED ACCORDING TO THE 'MANUAL OF r- -- ----� TC C3 TF-16 -` C3 cv - ~ STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES'. HOOK I \ `� N • • I--� . . ALL DIS-CONTINUOUS TOP REINFORCING, PROVIDE CORNERS WITH TWO (1) #5 I � \ ® ® ® ® ® ® ® ® ® ® X 30" BARS. CLEAR COVERING FOR REINFORCING SHAL BE AS FOLLOWS: L - - - -i = __ _ _ _ It 1.4 TF-16 - - � TF-16 I--°o- - TF-16 -1 -- - - -- - -- - - -- - - - - - - -- - - -- - -- - - -- - -- - - -- . . F-3.0 li-16 A L -- J TF-16 TF-16 �j BEAMS AND COLUMNS ----------------- 1-1/2" I C L - - J L - - ^ H SLABS --------------------------- ( F-2.5 �'jU F-2.5 C I ," A A ," ----- 3,/4 I ` F-2.5 C F2.5 0 FORMED FACES IN CONTACT WITH EARTH - 2 I p{� C Z UNFORMED FACES -------------------- 3„ o I I U U a FOOTINGS ------------------------- 3" i ALL BARS SHALL LAP A MINIMUM OF 48 BAR DIAMETERS OR 18" WHICHEVER I I li M IS GREATER I - REINFORCING STEEL fy = 60,000 P.S.I. Es = 29,000,000 P.S.I. i r P . . U 4. MAXIMUM PERMITTED SLUMP 5" - 6" IN STRUCTURAL CONCRETE EXCEPT SAND I o �� /� -� � O W W � 0 Lt-CEMENT GROUT. z E� E'' 0 1.4 5. USE PLAIN COLD-DRAIN ELECTRICALLY WELDED STEEL WIRE FABRICS CONFORMING I ~ / I ® A A TO ASTM A-185. ® I 4 'REINFORCED CONCRETE SLAB WITH 6X6-1.4x1.4 WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN WELL I o I Z COMPACTED FILL FREE OF ORGANIC MATTER. MAXIMUM SIZE OF ANY ROCKS WITHIN 12" BELOW THE FLOOR f FC #5 @ 48" 0/C SLAB SHALL BE A MAXIMUM OF 3" IN DIAMETER. SLAB TOP BAR LEGEND ITYP. AND AS SHOWN ON PLAN i B _ - -�-1� - - -J 04 I ® 04 �I U A #3 TOP BAR X 4'-6" @ 12" O.0 o � M I B 2 #5 TOP BAR (6" APART) X 5'-0" LONG. -�,�' I TE-12 r- - - -- - - -- - - --- --- - - - - - - -- I I I I � Z O .•--a #3 TOP BAR X 6'-0" @ 12" O.0 (4 REQ'D @ F 2.5) x o� o I I L - -J I m I I I ' �Lj COLUMN SCHEDULE f � a f I B TF_16 J MARK WIDTH LENGTH REINFORCING LEGEND REMARKS I i _ C-) © I I [V F - w� �1 °o FC 8" 8" 1 #5 VERTICAL ROD FILLED CELL (co I B F-2.5 TF-16 F-2.5 e ® �� o Cn CD " rr 2 FILLED CELLS '1 �- FC-2 8 16 2 #5 VERTICAL RODS l i- I f p C\j IJ T con °i � CB 16" 16" 4 #5 VERTICAL ROD ° ° MASONRY COLUMN � � I � L - - J L- - J ® En ° ° #2 TIES @ 8" 0/C I I �► 0 O ' I � co 3 TIES @ 8" O.C. M TC 8" 12" 4 #5 VERTICAL RODS # ( © Cr) 18'-3" I �- i I I I W 00 a CD - I 3'-5" 2'-6" 6'-9" a 00 C, .� C1 8 8 2 #6 VERTICAL RODS CONCRETE COLUMN I I A I F-5.o I- I -I _ L " " #3 TIES @ 8" '- - - TF=16 - - - - --- -J I TC I I F-5.0 5 H TC I lo °. I TC I i I I TC I � 0 0 1 II LL_ CD C3 7�" 15}" 5 #5 VERTICAL RODS L I ;� I C1 C1 r -1 C3 x I I I A 5 Q N O �' I \ _ I f - I TF-16 - - A S.3 I I I W M - - - - - - - -- - - \� �-� - - - J -- -- - - TF-16 - -- - - _1== -- - - - _j CD FOOTING SCHEDULE TF-16 I F-2 ® ® ® ® 0 - - -- - - -- - - -- - - -- - - -- -� TE_-12 D ® ® ® ® o �����0�00 •� � fm CD CD I C3 C3 MARK WIDTH DEPTH TYPE REINFORCEMENT REMARKS rr) HIM M � 1,_ w � TC -2 F-2 16'-0" " 1'-8" 4'-0" 4'-0" 2'-8" 10'-1" 4'-11" 5'-g„ U 10 17'-4" CD a TE-12 12" 10" MONOLITHIC 2 #5 REBAR CONT. - Cr SEE PLAN AND DETAIL FOR 13 -a TF-16 16" 12" MONOLITHIC (2) #5 REBAR CONT. 19'-7" 12'-4" H � ADDITIONAL TOP BAR LOCATION 12'-7" � Z H � F- 2.0 24"X24" 12" ISOLATED (3) #5 EACH WAY BOTTOM STEEL 82'-8" Y3 F- 2.5 30"X30" 12" ISOLATED (3) #5 EACH WAY BOTTOM STEEL U � O w Leo Llanos, P.E. ; : I �,� •. 3 S_ CD � , ,� ., F- 3.0 36"X36" 16" ISOLATED (4) #5 EACH WAY BOTTOM STEEL 0s FOUNDATION PLAN Consulting Structural Engineer �r� . ��. ("Ar eo N C "`• °' F- 5.0 60"X60" 16" ISOLATED 1 (6) #5 EACH WAY TOP & BOTTOM . 18495 South Dixie �Iigway, # 337 (305) 378 6916 Leo :Ll .E, 6A YE of 3 Miami Florida 33157 Fla:axe .4 17 ro �' 3 5 � o � a ci I