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00-0045-028 4' CONCRETE SLAB W/ F-2 F-2 2500 P.51 CONCRETE GENERAL NOTES DESIGN PARAMETERS & ASSUMPTIONS MASONRY: CODE EDITION X SFBC 1994 ASCE 1-93 TESTED BUILDING HEIGHT X S 60 Ft. > 60 FT. _ 8' CMu 2' x 6' PT BEYOND - WALL BEYOND PRODUCT CONTROL GAR DOOR 1. ALL MASONRY SHALL BE PLACED PLUMB AND TRUE X ACI 318-92 X ACI 530-92 GUST VELOCITY PRESSURE FER ASM I-93 - .: : / //11�\ / / / j / 60 50. INCH VENT IN GAR DOOR MIN. 2. LOAD BEARING MA50NRY 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) ��\ \\\\��\\�\�� \�\� �� �`���\�\\�/\/\ 2 .5 DIA.REINFORCEMENT BAR CONT. A)MASONRY UNITS SHALL CONFORM TO ASTM C-90 GRADE N-1 (2 CELLS) SIZE 8' X S' X 16' BUILDING DESIGN AS PARTIALLY ENCLOSEDX ENCLOSED OPEN ROOF LIVE LOAD 30 ���\ \�\�\��\��\�\ �\�'��\�j�� \� \� � ISSUANCE F OR 7 DAY STRENGTH OF 1900 PSI BASIC WIND SPEED 110 M.P.H. SHEAR WALLS CONSIDERED XYES NO PAVERS 2' SLOPE 4' CONCRETE SLAB W/ B)MORTAR TO BE USED IS TYPE 'M" ASTM C-210 12'X12'THICKEN EDGE CONCRETE 2500 P.S.I.CONCRETE ' ❑BIDDING SET ONLY C) BOND BEAMS 4 FILLED CELLS TO BE FILLED WITH 2000 PSI GROUT COMPACTED (8' TO 11' SLUMP) OR 2500 PEA ROCK PUMP MIX CONCRETE (6' TO 6' SLUMP) IMPORTANCE USE FACTOR 1 CONTINUOUS LOAD PATH PROVIDED XYES NO SLAB W/1 CONT. SAND D) CMU'S TO BE LAID IN A RUNNING BOND ONLY. '�;5�.'`:-a���x�`3.t'T,'~: '=�'''' ��'''� sr�~�*4' °. �'�"--4- 30' DOUBLE MESH � ❑CONSTRUCTION SET ONLY E)MORTAR ALL FACE AND HEAD JOINTS MIN 3/8' 1111�IJJJ�JJ�1I11� i ® ° y ❑BUILDING PERMIT SET ONLY F)MORTAR CROSS WEBS AT CELLS TO BE FILLED WITH GROUT EXPOSURE G -III-III-III-III-III-I I i-III-I I 1=1 I Ml VAPOR BARRIER DETAIL SHOWER _ _ _ _ � REV1 G)GROUTED CELLS CAVITY SPACE SHALL BE A MINIMUM OF 3 X 3 CLEAR -III-I I-III-III-III-III=111-I = - - - I-III-III- I=111 W REV2 MINIMUM SOIL BEARING PRESSURE 20M P.SR H) PLACE REINFORCING PRIOR t0 GROUTING AS INDICATED ON PLANS JJJI�JJll�Jl� ll�L1�11 1L1L�ll s 1)MIN. BAR SPLICES 48 BAR DIAMETERS -III=III-III-III-I II-III-III-III-III-III=111=1 I-III-I I1=111=1II-I 16' x 16'MortoLlTNlc REVS J) PROVIDE CLEANOUT OPENING AT THE BOTT. OF REINF.MASONRY CELLS 1 15 IN 3000 Psi CONCRETE I I�I 11=1 I�I i�I I�I �I I�I I I�I I�I I I I I I�I 1=1 I I I�I I CONCRETE FOOTING BEING FILLED TO ENSURE CELLS PROPERLY GROUTED KEY NOTES FILLED CELL PROVIDE CLEANOUT 8 3. REINFORCING AT BOTTOM TO ENSURE 16" 4' REINFORCED CONCRETE SLAB WITH 6X6-1.4x1.4 WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN WELL PROPER FILL FILLED CELL AT ALL Ts REBAR: A-615-60 YIELD Q COMPACTED FILL FREE OF ORGANIC MATTER MAXIMUM SIZE OF ANY ROCKS WITHIN 12' BELOW THE FLOOR OPENINGS,AT ALL CORNERS AND MAX. cn SLABS ON GRADE: SLAB SHALL BE A MAXIMUM OF 3' IN DIAMETER. SPACING INDICATED ON PLANS 1. COMPACT INTERIOR FILL TO 95% MODIFIED PROCTOR MAXIMUM DRY 0 PROVIDE DOUBLE LAYER OF 1.4x1.4 WELDED WIRE MESH 30' WIDE ALL AROUND THE PERIMETER ALL SPLICES SHALL BE DETAIL GARAGE DOOR AFFlX SEAL HERE DENSITY PER ASTM D-1981 At OPTIMUM MOISTURE CONTENT, SOIL 1-05 REINFORCEMENT BAR GRADE 60 IN GROUT FILLED CELL AT ALL CORNERS,NEXT TO ALL OPENINGS, AND A MIN.OF 30' COMPACTION SHALL BE FIELD CONTROLLED BY A QUALIFIED LABORATORY 0 6' o.c.MAXIMUM OR UNLESS NOTED OTHERWISE. OR SOILS ENGINEER APPROVED BY STRUCTURAL ENGINEER. EACH LAYER OF FILL SHALL NOT EXCEED 12' THICK, AND SHALL BE COMPACTED PRIOR ® RECESS SLAB 11i2'XII' AT GARAGE DOOR OPENING 4' CONCRETE SLAB W/DOUBLE TO PLACEMENT OF THE NEXT LAYER ALL SLA55 ON GRADE SHALL BE AS 5 RECESS BLAB 3/4'x VAT SLIDING GLA55 DOOR OPENINGS 8 CMU I Wu�F 6'x6'-IOAO WELDED WIRE SHOWN WITH 6' x 6' , W1.4 x WIA (10/10)WELDED WIRE MESH IN THE ❑ v FABRIC 2500 p f CONC.MIN. CENTER OF SLABS UNLESS OTHERWISE NOTED. GROUT FILLED CELL BENEATH GIRDER TRUSS ABOVE SEE DELEGATED ENGINEERS TRU55 LAYOUT FOR o PROVIDE 11/2 RECESS AT SLAB PERIMETER ® EXACT LOCATION ``� a- I 30, 4' 2500 F.B.I.CONCRETE j 2. PRIOR TO CONSTRUCTION, PROVIDE TERMITE PROTECTION SOIL TREATMENT Q 8' x 8' x 16' CONCRETE MASONRY UNITS . � � AS PER 5F5C REQUIREMENTS TOP BAR SEE PL N FOR LOCATION 2 5 DIAMETER REINFORCEMENT ® 4' THICK CONCRETE SLAB, VERIFY SIZE 4 LOCATION w/ A/C CONTRACTOR MIN 1' CLEARED E DISTAN E BAR CONT. w 3. ALL VEGETATION AND ORGANIC MATTER SHALL BE REMOVED PRIOR TO FIN. PLACEMENT OF FILL. 9❑ CONCRETE PAVERS, REFER t0 ARCHITECT FOR SPECIFICATION. - GRADE �' 2' SL. = SOIL STATEMENT N ��!\ \\\/�\\/�\\/ /�\\\\\ \�/�\�/�•�� e e ==I =I I VAPOR BARRIER ///�//�/ • • //\ ///\//\ igFOR BARRIER 11 =11 I 1. A GEOTECHNICAL SOIL REPORT SHALL BE SUPPLIED BY A 501L TESTING LAB \ � 3/4 STATING A MIN. BEARING CAPACITY OF 2000 PSF PRIOR TO THE COMENCEMENT OF CONSTRUCTION. SHOULD ANOTHER CONDITION BE ENCOUNTERED THE ARCH. -THIS STRUCTURE HAS BEEN DESIGNED BY RATIONAL ANALY515• \\/\ IS TO BE NOTIFIED PRIOR TO RESUMING WITH THE WORK. AT THE TIME OF \/ •�\ \ \ \ \ \ \ �ARD HOOK 12' 30' DOUBLE MESH CONTRUC710N A TEST COMPANY SHALL SUPPLY A LETTER ATTESTING �i//\//\//\//\//\//\/�`/ \/\/\/\/\/\/\/\/\i( AROUND STEP d � THAT THE 51TE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE A/iA/iA/iI/iA/iI SIMILAR 70 THOSE UPON WHICH THE DESIGN 15 BASED. DETAIL @ EXTERIOR W DETAIL @ S TE DOWN WN GARAGE ALL REINFORCED CONCRETE: Z ® Z 1. STRUCTURAL CONCRETE SHALL CONFORM TO ACI-318, AND SHALL HAVE g 0 3000 P.S.I. COMPRESSIVE STRENGTH IN 28 PAYS FOR THE FLOOR SLABS 2 -0 8-4 1-0 2'-4' 2-11 2 -II 21-41 41-61 8-4 5�'9 2 6 51-41 l-O 81-51 31-11 � `� 2. AGGREGATES SHALL BE CLEAN 4 GRADED,MAXIMUM 51ZE 3/4', CONCRETE C3 0 r ABTM-33 SHALL CONFORM t0 ASTM C-94. Z 3. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 REINFORCING �I STEEL SHALL BE DETAILED AND FABRICATED ACCORDING TO THE 'MANUAL OF "' "►- C3 , TF-16 -\\ C3 "` STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES'. HOOK ® II A \ ® ® ® ® ® ® ® ® ALL 015-CONTINUOUS TOP REINFORCING, PROVIDE CORNERS WITH TWO (1) - - - - - - �I- - - - - - �� O \� - - - - - - - - - - - - - - - - - - - - - - - - - - - - II �; � . X 30' BARS. CLEAR COVERING FOR REINFORCING SHAL BE AS FOLLOWS: © TF-16 II Z - -� TF-16 TF-16 TF-16 II _ II TF-16 BEAMS AND COLUMNS ----------------- J F-3.0 L - _ _J L - - A I TF 16 W A 1-1/2' I-F-2.5 II C A F-2.5 C F-2.5 �) F2.5 OII I Z uj 1"� A S --------------------------- II o O O c II II I - 5L B 3/4' 1 0 E--� ® ZU � U4a FORMED FACES IN CONTACT WITH EARTH ------ 2. i II C II II I � UNFORMED FACES -------------------- 31 ® I II II II FOOTINGS ------------------------- I II II II I ° 3' I II II II I u i ALL BARS SHALL LAP A MINIMUM OF 46 BAR DIAMETERS OR 16' WHICHEVER I II II II 1 15 GREATER I II v� it II I ® ►.�I REINFORCING STEEL Fy = 60,000 P.S.I. Es = 29,000,000 P.S.I. ® I II > > 1 U 4. MAXIMUM PERMITTED SLUMP 5 - 6 IN STRUCTURAL CONCRETE EXCEPT SAND 110 II W w �� II w ti Z 0 CEMENT GROUT. i N 5. USE PLAIN COLD-DRAIN ELECTRICALLY WELDED STEEL WIRE FABRICS CONFORMING ® I II 4' REINFORCED CONCRETE SLAB WITH 6X6-1.4 1.4 WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN WELL II II o I TO A5TM A-185. I it COMPACTED FILL FREE OF ORGANIC MATTER MAXIMUM SIZE OF ANY ROCKS WITHIN 12' BELOW THE FLOOR II I I p FC #5 Co? 48" 0/C II SLAB SHALL BE A MAXIMUM OF 3' IN DIAMETER II B - - -TF-16� - - - SLAB TOP BAR LEGEND ITYP. AND AS SHOWN uN PLAN J ao II I ® ® ® ® II M I II II i O *3 TOP BAR X 4'-6' 0 12' O.0 :�. m O 2 STOP BAR (6` APART) X 5'-0' LONG. v I TE-12 - - - - - - II- - - - - - - - - - - - - - - - I � o M I II � - M 03 TOP BAR X 6'-0' 12' O.0 (4 REQ'D 6 F 2.5) I I © 1 II 1 II � � � � � COLUMN SCHEDULE 1 II II B TF-16 1 H N 1 II II o - - - -j a U cc MARK WIDTH LENGTH REINFORCING LEGEND REMARKS I II I II F 1 ® ® W O 1 1 FILLED CELL 0 I II 1 B s F-2.5 - TF_16 - F_2.5 O II I ® �,�*� FC 8 8 1 #5 VERTICAL ROD I II Ul o � Y U � � N = FC-2 8' 16' 2 VERTICAL RODS 2 FILLED CELLS I II m ® I II 1 II I ® _ ® 1 II Q N CB 16 16 4 05 VERTICAL ROD ° ° II I I L - - -I L - - II I •- �..-a �' CD Cn ,r; � � � MASONRY COLUMN *2 TIES a 8' O/C 1 II I TC TC I II I n, 1 1 *3 TIES 8' O.C. I II O O II I ® O ° N TC S 12 4 "5 VERTICAL RODS E II 1 � ��' - I 18'-3' I �- I _ ® I �L II I 3'-5' 2'-6' 6'-9' con 00 a ' 1 1 * CONCRETE COLUMN - N t c , C) 8 8 2 6 VERTICAL RODS *3 TIES 8' II I TF-16 O 1 1 F-5.0 II - - - - F-5.0 ° - t--. F_ II o r TC -� - - - J I a 1 1 GIRDER TRUSS II I TC I I N �Tcl) I to "' 1 1 1 Cm -----� GIRDER TRUSS `` I I C3 - I I I A 5 Z Q N M CD �r ti C3 7518 15518 5 05 VERTICAL RODS L J C1 C1 _r Z -- - -_ I I TF-16 A S.3 U_ o I I L \ m -- -=- / - - - - - - - - - - - - - - _ - TF-16 J FOOTING SCHEDULE TF-16 F-2 - - -o _ 000000000 - - - - - - - - - - - - - - - - - - - - -I TE-12 ® ® • C3 C3 w o m CD C\j MARK WIDTH DEPTH TYPE REINFORCEMENT REMARKS m J TC TC F-2 F-2 � A 16'-0' - ' 1'-8' 4'-0' 4'-0" 2'-8' 10'-1' 4'-II' IT-4' CD = a z TE-12 12' 10' MONOLITHIC 2 15 REBAR CONT. 3 L O CO - � Y °j a TF-16 16' 12' rONOLITHIC (2) S REBAR CONT. SEE PLAN AND DETAIL FOR 19'-l' 12'-4' 10'-1' 28'-0' 12'-T +, ADDITIONAL TOP BAR LOCATION i41y<.YllJly a 3 F- 2.0 24X24' 12' ISOLATED (3) 05 EACH WAY BOTTOM STEEL ol �. .. p ,l S- 1 CD U F- 2.5 30'X30' 12' ISOLATED (3) S EACH WAY BOTTOM STEEL Leo Llanos, P.E. rye - /0/6b CD Cj - F- 3.0 36'X36' 16' ISOLATED (4•) 05 EACH WAY BOTTOM STEEL FOUNDATION P g' Consulting Structural Engineer ' (6) +'S EACH AY TOP 4 BottoM . 18495 South Dixie Higway, # 337 (3 05) 378 6916 ' �'' 5 qs . ", E. DATE Of 3 F- 5.0 0 X60 16 ISOLATED E C W •' Fla, 5 �, En _ Miami, Florida 33157 � k.33.; to m cn O w .. / S - "•17iftiJSJ•.