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09-49-033GENERAL STRUCTURAL NOTES 1. ALLOWABLE SOIL BEARING CAPACITY: FOUNDATIONS HAVE BEEN DESIGNED FOR A SOIL BEARING CAPACITY OF 5000 PSI -- ACCORDING TO THE GEOTECHNICAL ENGINEERING STUDY DONE BY ARDAMAN 4 ASSOC.. SEE GEOTECHNICAL REPORT DATED 10-01-2008 FOR SITE PREPARATION. 2. CONCRETE: I. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-04 AND ACI 318-04 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS% 2. ALL CONCRETE SHALL ATTAIN 3000 P,°.I MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS EXCEPT AS NOTED BELOW. CONC. COLUMN 10 4 Il AND SOFFITS r'c=4000 PSI. 3. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF ANY CONCRETE WORK 4. NO WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. 5. TRANSPORTING, PLACING, CURING AND DEPOSITING OF CONCRETE SHALL COMPLY WITH ACI-301-04. 3. CONCRETE COVER: TO BE AS FOLLOWS: BOTTOM TOP SIDES FOOTINGS 3' 2' 3' BEAMS 1 12' 1 L)' 11'2' COLUMNS --- --- 1112' SLABS 3/4, 3/4' 11/2' EXTERIOR SLAB 3/4, 1' I V2' 4. REINFORCING STEEL: TO BE NEW HIGH STRENGTH BILLET STEEL DEFORMED AS PER ASTM A-305 AND CONFORMING TO ASTM A-615i GRADE 60. LAP CONTINUOUS BARS 36-15ARS DIAMETERS. HOOK DISCONTINUOUS ENDS OF ALL TOP BARS. ALL REINFORC- ING STEEL TO BE DETAILED AND FABRICATED IN ACCORDANCE WITH 'MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES' AND THE ACI BUILDING CODE 318-Sa SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION 5. CONCRETE MASONRY WORK MASONRY WALLS SHALL BE REINFORCED WITH 05 BARS IN GROUTED CELLS SPACED 9 24' OZ. LAP 48 BARS DIAMETER MASONRY UNITS SHALL BE 2 CELLS HOLLOW UNITS CONFORMING TO ASTM C-90 WITH A COMPRESSIVE STRENGTH OF 1500 PSI ON THE NET CROSS SECTIONAL AREA AND SHALL BE PROVIDED 9 E.A. SIDE OF ALL MASONRY OPENINGS. VERTICAL CELLS TO BE GROUTED SHALL HAVE A MIN. CLEAR DIMENSION OF 3' AND CLEAR AREA OF 10 SQ. IN. GROUTING SHOULD BE DONE IN A CONTINUOS OPERATION IN LIFT NOT EXCEEDING 4 FT. W/ A MAX. TOTAL POUR OF 10 FT. THE GROUTING SHALL BE DONE CONSOLIDATED BETWEEN LIFTS BY PUDDING, RODDING OR MECHANICAL VIBRATION. PROVIDE 'e GAUGE LADDER TYPE DUR-O-WALL HORIZ JOINT REINF. a 16' OTC. GROUT SHALL BE 3000 PSI MIN. COMPRESSIVESTRENGTH AT 28 DAYS. SLUMP SHALL BE BETWEEN BETWEEN 8' TO 10' MAX. REINFORCED MASONRY DESIGN 4 CONSTRUCTION SHALL COMPLY ACI 530-02/ASCE 5-02/TMS 402-02 4 Cl 5301.-02/ASCE 6-02/TMS 602-02. BRIEF 91 53 (4) (9) GROUT SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 416. GROUT SLUMP: 8' TO 11' MORTAR TYPE S OR M. 6. PRE -FABRICATED WOOD TRUSSES: TO BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE FLORIDA BLDG. CODE, 2004 EDITION, THE TRUSS PLATE INSTITUTE, AND ARCHITECTURAL/STRUCTURAL DRAWINGS. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL TO ENGINEER OF RECORD AND BUILDING DEPARTMENT PRIOR TO FABRICATION. SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER DESIGN LOADS AS FOLLOW TOP CHORD -55 P.S.F. WIND UPLIFT ■ ACCORDING TO FLA. BUILDING CODE. ASCE 1-02 1. PRESSURE TREATED LUMBER / LUMBER : ALL LUMBER SHALL BE GIVEN A PRESERVATIVE TREATMENT IN ACCORDANCE WITH THE LATEST FEDERAL SPECIFICATION. THE PRESERVATIVE AND THE METHOD AND RESULT OF TREATMENT SHALL BE SUITABLE FOR THE SPECIES OF WOOD SPECIFIED AND EXPOSURE CONDITIONS ANTICIPATED. ALL LUMBER SHALL BE SOUTHERN PINE No. 2 OR BETTER W/MIN. FLEXURAL ALLOWABLE STRESS Fb= 1200 PSI, MIN. SHEAR STRESS Fv■90 PSI, MIN. MODULES OF ELASTICITY E= 1,100,000 PSI. 8. PLYWOOD ROOF PLYWOOD SHALL BE bps' APA RATING SHEATING 40/20 EXPOSURE 1 ALL LUMBER SHALL BE GIVEN A PRESERVATIVE TREATMENT. e. SLAB ON GRADE : A. FILL AND BACKFILL TO BE COMPACTED TO e57- OF THE MAXIMUM DENSITY AT OPTIMUM M015TURE AS DETERMINED BY THE MODIFIED PROCTOR TEST. COMPACTION LAYERS NOT TO EXCEED 12'. SEE GEOTECHNICAL REPORT. 15. ALL CONCRETE SLABS ON GRADE TO BE IN ACCORDANCE WITH THE LATEST 'GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION' (ACI 302). C. ALL SOIL AND FILL UNDER FLOOR AND/OR WITHIN OR UNDER BUILDING SHALL HAVE PRECONSTRUCTION SOIL TREAMENT FOR PROTECTION AGAINIST TERMITES D. 6 MIL POLYETHYLENE MEMBRANE SHALL BE PROVIDED UNDER ALL SLABS FORMED ON FILL. E. COLUMNS BEAMS, WALLS OR ANY OTHER STRUCTURAL MEMBER PENETRATING SLABS ON FILL SHALL BE ISOLATED BY PRE MOLDED JOINT FILLER (1/2' THK) COMPLYING WITH ASTM DI152, TYPE 1. F. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185-1% AND BE SUPPORTED ON SLAB BOLSTERS SPACED AT 3'-0' O.C. 10. DESIGN LOADS : A. THE DESIGN CCMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE AND OTHER REFERENCED CODES AND SPECIFICATIONS. ALL REFERENCED CODE SPECIFICATION. ALL REFERENCED CODE AND SHALL BE LATEST EDITION AT THE TIME OF PERMIT. B. WIND LOAD CRITERIAt BASIC LOAD VELOCITY - 146 MPH (F.B.0 2004 EDIT. AND ACSE 1-02) LIVE LOADS: DEAD LOADS: FLOOR 50 PSF FLOOR 25 PSF + SYST. WEIGHT. COMMON EGRESS 80 PSF BALCONY 60 PSF ROOF 100 PSF ROOF 25 PSF + SYST. WEIGHT. if. FORMWORK AND SHORING : STRUCTURAL CONCRETE SHALL NOT BE STRIPPED UNTIL IT REACHED A MINIMUM OF TWO THIRDS OF THE 28 DAYS DESIGN STRENGTH. DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK, SHORES AND RESHORES SHALL MEET THE REQUIREMENTS AS SET FORTH IN THE CURRENT ACI 341 AND ACI 301 SPECIFICATION. SUBMIT SHORIW_3 AND RESHORING PLUGS FOR APPROVAL PRIOR TO FIRST POUR OF CONCRETE. 12. SAFETY : A THE CONTRACTOR SHALL COMPLY WITH THE SAFETY REQUIREMENTS OF ALL LOCAL, STATE AND FEDERAL LAWS. B. PROVIDE ALL SHORING, BRACING AND SHEATHING AS REQUIRED FOR SAFETY AND FOR THE PROPER EXECUTION OF THE WORK, REMOVE WHEN THE WORK 18 COMPLETED. 13. GENERAL: STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE DEPRESSED SLABS, SLOPES, OPENINGS AND DIMENSIONS, ETC. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE BEFORE STARTING WORK CONTRACTOR IS RESPONSIBLE FOR ALL SHOR- ING AND RE -SHORING REQUIRED. 14. RAILING: BALCONY AND TERRACE RAILINGS AND STAIR RAILINGS SHALL BE DESIGNED BY MAUFACTURER'S REGISTERED ENGINEER IN THE STATE OF FLORIDA TO RESIST A LOAD OF 50 LBS/FT. APPLIED IN ANY DIRECTION AT TOP OF SUCH A BARRIER POSTS SHALL BE DESIGNED TO RESIST THE REACTION FROM THE RAILINGS OR A MINIMUM LOAD OF 200 LBS. HANDRAILS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST A LOAD OF NOT LESS THAN 200 LBS. APPLIED IN ANY DIRECTION AND AT ANY POINT ON THE RAIL. FOOTING SCHEDULE MARK S 1 ZE REINFORCEMENT REMAi;KS WF-8 8' X 12, 1 5 CONT MOTT. LLF-24 24' X 12' 3 05 CONT BOTT. 05 a 12' O.C. TRANSV. BOTT. LLF-36 36' X Is, 4 5 CONT BOTT. 05 a 12' O.C. TRANSV. BOTT. LLF-48 413' X 12' b 45 CONT TOP 4 BOTT. 05 a 12' O.C. TRANSV. TOP 4 BOTT. ® 6'-0' X fo'-0' X is, 1 '6 EA WAY BOTT. © 10'-0' X 10'-0' X 30' ID "8 EA WAY BOTT. © 12'-0' X 12'-0' X 34' 14 09 EA. WAY BOTT. OD 16'-0' X 14'-0' X 34' 1 "8 a 12' O.C. EA WAY TOP 4 BOTT. COLUMN SCHEDULE REINFORCING MARK SIZE (IN.) TYPE REMARfGS a b C.d e f VERTICAL TIES I 8' X 12' 4 O 6 03 a 8' O.C. A CONCRETE O8' X fro, 4 O 6 03 a e' O.C. A CONCRETE O8' X 24' 6 06 03 a 8' O.C. B CONCRETE 0 12' X 14' 40 6 03 a 8' O.C. A CONCRETE O12' X 24' 6« 6 03 a 8' O.G. B CONCRETE O12, X 26' 6• 6 03 a 8' O.C. B CONCRETE O12' X 28' a 0 a 03 a 8' O.C. C CONCRETE O12' X 44' Bob 03 a 8' O.C- C CONCRETE O12' X 11' 12 " 6 03 a 8' O.G. D CONCRETE 10 16' X 16' 8 • 8 03 a 12, O.C. C CONCRETE 11 18, X 18, 16 08 3 a a' O.C. E CONCRETE 12 12, X 20, 606 03 a 12' O.C. B CONCRETE 13 12' X 31' 8 0 6 3 a 8' O.C. C CONCRETE 14 8' X 32' 6 a 6 03 a 8' O.C. B CONCRETE 15 8' X 28' 606 03 a 8' O.C. B CONCRETE 16 8' X 16' X I6' X 8' 806 03 a 12, O.C. F CONCRETE W-1 8' CONC. WALL W/ 5 is 12' O.C. VERT. AND HORIZ TWO LAYERS. TYPE 'A' TYPE 'B' TYPE 'C' TYPE 'D' TYPE 'E' COLUMN TYPES SCALE in, a 1'-0' TYPE 'F' C4 5 X 1)'-6- X 2'-6' CORNER BAR AT EA CORNER TYP. FOOTING CORNER BAR DETAIL A SCALE 1/2' =1'-0' �_i LAP SPLICING SHALL NOT BE LESS THAN 05 BARS OR LESS ARE THE LARGER BAR USED FOR ONE STORY LENGTHS. STD. 90' NOOK C T crl COLUMN SIZE, REINF'G, 4 CONC. STRENGTH AS NOTED rif IN COLUMN SCHEDULE - FOR COL. TIES, SEE TYPICAL COLUMN DETAILS. l7Q �eQ � IL BQ MAX. SLOPE I IN 6 ' ilt�tll I'lll .. -. .. I u u�mot FOOTING SIZE 4 REINF'G. AS SCHEDULE TYPICAL COLUMN TO FOOTING DETAIL B SCALE 1/2' = 1'-0' �_i TYP. STEP DOWN FOOTING DETAIL ,ITY OF SOUTH MIAMI BUILDING DEPT. STRUCTURAL, SECTION APPROVED BY: / ___..... DATE: NOTICE: ARCHITECT 4 STRUCTURAL DRAWINGS HAVE TO BE CONSULTED TOGETHER CALL ARC 4/EWGINEER FOR ANY DISCRyla. '�Y BEFORE START OF WORK !'l4, , 1 ti d EDUARDO GONZALEZ'�a STRUCTURAL ENOI KO-, v 717 Ponce do Leon Blvd. ,j. � SE1iL * 309 Coral Cables, Flork�1o,�3134•ToL (305) 445-5100 F. ia (3jw, 4aph 4 "n, STATE OF FLORIDA RECISTRAT16N % Z STATE OF FLORIDA UCENX I CA-DOW Ile. PROJECT / OE7 /, /. (I I� ����• • r �� ` , y.1 te�porraR,r}cVd.andm�.ars��Taaarce+.prRO4+� W41+R���• 1lYd:n.l. eadh RfeutbRnP:ab YlFa ea�hr arlydrde EadaPE in eed w6•n�aeda oeardroairPep..WIN 00wYKn+P•)a soIrTeraSMAwaplracook aAEtorahMlit ""REMOS ALEJANDRO REMOS R.A. architects Alejandro Remos R.A. 0011702 -18501 Pines Blvd., Suite 107 Pembroke Pines FL 33029 Te_: (954) 442 7122 Feti: (954) 442 7190 _ _email: remosbldg@aol corn SOMERSET CHARTER SCHOOL South Miami -5876 SW 68th Street South Miami, FL 33143 CONSULTANTS: JEANETH ARDILA architect ALBERTO CHINCHILLA architect ALEJANDRO CABAL -CABAL architect MARCEL ADRIAN PEREZ architect -18501 Pines Blvd., Suite 107 Pembroke Pines FL 33029 STRUCTURAL ENG.: EDUARDO GONZALEZ P.E. INC. Structural Engineers J. Eduardo GonzAlez P.E. -717 Ponce de Leon Blvd., Suite 335 Coral Gables FL 33134 Tel: (305) 445 5100 Fax: (305) 445 6644 e-mail: eddygon@bellsouth net M.E.P. ENG.: INGEMEL SA LLC. DESIGN & BUILD ENGINEERING COMPANY STATE OF FLORIDA CA No. 9113 Pedro Arias P.E. 63813 Patrlcla Morales P.E. 63818 -2071 Johnson Street, Suite 115 Pembroke Pines FL 33029 USA Tel: (954) 3182264 Fax: (954) 450 7210 e-mail: pedroa@ingemel.com pmrales@ingermi.com CIVIL ENG.: Consulting Engeneering & Science, Inc. Nelson H. Ortiz P.E. 57556 -10700 North Kendall Drive Suite 400 Miami FL 33176 Tel: (305) 378 5555 Fax (305) 279 4553 e-mail: nortiz@CESMIAMI.com LANDSCAPE ARCH.: M. L. A. GROUP INC. Scott McClure RLA6666695 -690 NE 13th Street Suite 105 Fort Lauderdale FL 33304 Tel: (954) 763 4071 Fax (954) 4671688 e-mail: mlagroupinc@yahoo com SEAL: A.R. 0011702 REVISIONS: Project No: USCB-1 Model File: Drawn by: J.A / M.A. / A.0 Approved by: A.R. Date: 12/03/08 Scale: As Show Copyright Sheet Title GENERAL NOTES; SCHEDULES & i; .TYP. DETAILS. • t✓� r� heet Number SOMERSET SOUTH MIAMI