07-1416-015„
6F,Nr,['AL NoT�5:
I - CODF, 5
I. FLOP:IDA BUILDING CODE 2004, WITH 2005 MV1510N5.
2. AMERICAN INSTITUTE OF STEEL CONSTRUCTION "LOAD AND RESISTANCE FACTOR DESIGN
SPECIFICATION SPECIFICATION FOP, 5TI?UCTUrAL STEEL BUILDINGS" , 1999 ( "AI5C
5PECIFICAT10N ") .
3. AMERICAN CONCRETE IN511TUTE "BUILDING CODE REQUIREMENT5 FOP, 5TP?UCTUP?AL
CONCRETE" ACI 318 -02 ( "ACI
4. AMERICAN FOREST & PAPER A550CIAT10N "NATIONAL DESIGN SPECIFICATION FOR WOOD
CON5TRUCTI ON " , 2001 ( "AF & PA") .
5. AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENT5 FOR MASONRY
5TRUCTURE5" ACI 530 -02 ( "ACI 5301 1) .
II - MA1�pIALS
UNLE55 OTHERWI5E SHOWN OR NOTED ON DRAWINGS:
I. STRUCTURAL STEEL:
ALL PLATES AND CONNECTION MATERIAL: A5TM A36, NOT DIPPED GALVANIZED
ALL TUBULAR SECTIONS: A5TM A500, G PZA12E B
ALL PIPE SECTIONS: A5TM A53, G IZAPE B
ANCHOR RODS, U.O.N.: A5TM F1554
2, SHEAR CONNECTORS:
3/ 4" DIAMETER x 4" HEADED 5TUD5, U.O.N.
3. CA5T -IN -PLACE CONCRETE:
SLABS & BEAMS: 4 K51 NORMAL WT,
SLABS ON GROUND: 3 K51 NORMAL WT.
4, REINFORCEMENT:
DEFORMED BAR5:
WELDED WIRE FABRIC:
5. WELDING ELECTRODES:
6. BOLTING MATERIAL5:
III - GFNF,i?AL
A5TM A615, G FAt2E 60,
A5TM Al 8 5.
E70XX LOW HYDROGEN.
A5TM A325 OR A490, U.O.N.
I. NOT--5, TYPICAL DETAIL5 AND SCHEDULES APPLY TO ALL STRUCTURAL WORK UN[-F-55
OTHERWISE NOTED. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAIL5 OF A
SIMILAR NATURE. VERIFY APPLICABILITY BY SUBMITTING SHOP DRAWINGS FOR REVIEW.
2. 5TRUCTURAL DRAWIN65 SHALL BE U5ED IN CONJUNCTION WITH THE ARCHITECTURAL AND
MECHANICAL DRAWIN65. IF THERE 15 A 1215CREPANCY BETWEEN DRAWINGS IT 15 THE
CONTRACTOR' 5 RESPONSIBILITY TO NOTIFY THE ENGINEER PRIOR TO PERFORMING WORK.
3. DO NOT SCALE DP.AWING5 TO OBTAIN DIMENSIONAL INFORMATION.
4. 5EE ARCHITECTURAL 12RAWINC45 AND SPECIFICATIONS FOR WATER/ DAMPROOFING AND
FIREPROOFING 12ETAIL5 AND REQUIREMENT5,
5, THE5E DRAWIN65 DO NOT DEFINE SCOPE OF CONTP.ACT5, 5EE CONTP.ACT DOCUMENTS,
6. GENERAL CONTRACTOR SHALL COORDINATE THE WORK AND SEQUENCE OF VARIOU5 VA12E5.
7. CHECK FOP: SHOP DRAWINGS AND INSPECTIONS OF REINFORCEMENT IN THE FIELD ARE
REQUIRED IF TH15 OFFICE 15 TO BE HELD P:E5PO51BLE FOR THE 5TRUCTURAL ADEQUACY OF THE
CONSTRUCTED BUILDING.
8. SHOP DRAWINGS SHALL BE SUBMITTED, FOR ITEM5 NOTED HEREIN, TO THE ENGINEER FOR
REVIEW AND ACCEPTANCE PRIOR TO THE START OF WORK ON 5UCH ITEMS. RESUBMITTED
SHOP DRAWIN65 SHALL HAVE ALL CHANGES CLOUDED AND IDENTIFIED, DRAWING
RESUBMITTED WITHOUT CLOUDS WILL NOT BE REVIEWED.
9. DEVIATIONS FROM CONTRACT DOCUMENTS ARE ONLY PERMITTED WHEN ACCEPTED BY
ENGINEER IN WRITING. REQUESTS FOR DEVIATIONS MUST BE SUBMITTED IN WRITING ON
CONTP.ACTOB' 5 LETTE�FZHFEA.ID, ACCEPTANCE OF SHOP DRAWINGS WHICH INCLUDE DEVIATIONS
NOT DETECTED DUPING REVIEW 12OF-5 NOT RELIEVE CONTP.ACT08 OF RE5PON51BILITY TO
CONFORM 5TRICTLY TO THE CONTP.ACT DOCUMENTS.
10. AT ALL 11MF-5 THE CONTP.ACTOB SHALL BE SOLELY RESPONSIBLE FOR THE CONDIT1ON5 OF
THE JOB5ITE INCLUDING SAFETY OF PERSONS AND PROPERTY. THE ARCHITECT' 5 OR
ENGINEER'S P8E5ENCE OR REVIEW OF WORK 12OE5 NOT INCLUDE THE ADEQUACY OF THE
CONTRACTOR' 5 MEAN5 08 METHO125 OF CONSTRUCTION.
II . 5HOP:IN6, BEING AND PROTECTION OF EXISTING AND ADJACENT STRUCTURES t2UPIN6
CON5TRUCTION 15 THE SOLE RESPONSIBILITY OF THE CONTRACT08. PROTECT AND MAINTAIN
THE INTEGRITY OF ADJACENT 5TMF --r5, BUILDINGS AND 5TRUCTU8E5.
12. ALL EXISTING DIMENSIONS AND LOCAT1ON5 OF EXISTING STRUCTURES 5HOWN ON THE
DRAWING5.5HALL BE VERIFIED BY FIELD MEA5UMMENT5 PRIOR TO DETAILING OF SHOP
DRAWINGS. FIELD - VERIFIED DIMENSIONS ONLY APE TO BE USED FOR PREPARING SHOE
DRAWINGS. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER.
13. DIZAWING5 HAVE BEEN PREPARED BASED ON AVAILABLE KNOWLEDGE OF EXISTING
CONDITIONS, PRI08 TO PREPAP.ATION OF SHOP DRAWINGS, CONTRACTOR SHALL VERIFY
AND/ O8 DETERMINE SIZE, LOCATION, CONFIGURATION, ETC, OF EXISTING STRUCTURE EVERY
PLACE WHERE NEW WORK 15 TO ABUT, ATTACH, CLEAR, ETC, NOTIFY ENGINEER IN WRITING OF
ANY AND ALL CONDITIONS WHICH DIFFER FROM TH05E SHOWN ON DRAWINGS,
14. MU5E OF SALVAGED MATERIALS 15 NOT PERMITTED UNLESS SPECIFICALLY APPROVED BY
ENGINEER IN WRITING.
15. DEFICIENT WORK SHALL BE REPLACED OR REPAIRED, AS DETERMINED BY THE ENGINEER, AT
NO C05T TO OWNER, INCLUDING ENGINEERING C05T5 INCURRED,
16. TREES, 13PU5H, P?OOT5, TOPSOIL, BUBBLE, ORGANICALLY CONTAMINATED 08 01HEP.WI5E
O13JECTIONAI3LE MAT -PIAL ENCOUNTERED ARE TO BE MMOVED FROM 5TPUCTUPAL AMA5
OF THE SITE, FOP A MINIMUM 115TANCE OF 5'-O" OUT511E 5TP?UCTUP F- PE81PHE8Y,
IV - 5AF F- Y 05HA AND LA130P2 LAWS
I . THE 51RUCTUPr:� 15 DE5I6.iNED TO BE SELF 5UPPORIIN6 AND STABLE AFTER THE BUILDING 15
FULLY COMPLETED, IT 15 THE CONTRACTOR' 5 SOLE RE5PON51131LITY TO DETERMINE FMCT10N
PROCEDURE AND SEQUENCE AND ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT
PARTS DURING EREC110N. TH15 INCLUDES THE ADDITION OF WHATEVER SHORING, TEMPO
BEING, ETC, THAT MAY BE NECESSARY. 5UCH MATERIAL SHALL REMAIN CONTRACTOR15
PROPERTY AFTER COMPLETION OF THE PROJECT,
2. THE STRUCTURAL ENGINEER OF RECORD DOES NOT P055E5, NOR PRESUMES TO POSSESS
ANY KNOWLEDGE OR EXPERTISE IN MATTER5 RELATED TO JOB-51TE EMPLOYEE SAFETY, OSHA
OR LABOR LAW REQUIREMENT5 FOR A CONSTRUCTION PROJECT. SAFETY AND COMPLIANCE
WITH 05HA AND LABOR LAW5 APE THE A135OLUTE RESPONSIBILITY OF THE GENERAL
CONTRACTOR AND TH05E CONSULTANTS HE HIRE5 TO ADDRESS THE5E MATTER5, THE
5TRUCT UI;ZA ENGINEER OF RECORD SPECIALIZES IN STRUCTURAL DESIGN ONLY AND THE
BOARD OF PROFE5510NAL REGULATION FORBID5 HIM FROM ASSUMING RESPONSIBILITY
OU1-511E H15 AREA OF EXPERTISE .
V - FOUN12AIlON NOTE5
I- BA5ED ON V15UAL INSPECTIONS, FOUNDATIONS SHALL BEAR ON CLEAR SAND OR LIMEROCK
WITH A PRESUMPTIVE SOIL BEARING CAPACITY OF .2000 P5F , CONTRACTOR SHALL MTAIN A
GEOTECHNICAL ENGINEER TO CONFIRM OUR ASSUMPTIONS IF CLAY, SANDY CLAY, SILTY
CLAY, CLAYEY SILT, SILT OR SANDY SILT 15 ENCOUNMIvE1. THE ENGINEER OF RECORD AND
THE BUILDING OFFICIAL SHALL BE NOTIFIED OF THE RESULTS,
2. PROVIDE DOWELS IN FOUNDATION5 FOR ALL WALL5 OF SAME NUMBER AND SIZE A5 THE
VERTICAL REINFORCEMENT ABOVE, U.O.N.
3, SLABS ON GROUND SHALL BE PLACED ON SELECT GRANULAR FILL COMPACTED TO 95
PERCENT MAXIMUM MODIFIED DRY DENSITY PER A5TM 11557. 5EE TYPICAL DETAIL.
4. CONT FACTOR MUST VERIFY THE ACCURACY OF ALL EXISTING CONDITIONS WHICH MAY IMPACT
THE AMOUNT AND SEQUENCE OF THE WORK.
VI - 5LAI3 ON FILL (pLACH2 ACCOIWING 1'O ACI 302)
5. JOINTS:
- 150LATION JOINTS MU5T BE U5ED AT JUNCTIONS WITH WALLS AND COLUMNS, U5E 1/ 2"
THICK PREMOLDED JOINTS FULL DEPTH OF SLAB.
6. VAPOR BARRIERS:
-WATERPROOFING MEMBRANE5 ( OVERLAPPED 6" AT JOINTS) WITH A PERMEANCE OF LESS
THAN 0.3% PERM5 IN ACCORDANCE TO A5TM E -98 SHALL BE PROVIDED UNDER IN1F-RIOR
SLAB.
VII - CONCpF-1r-, N01F,5
I . ALL CONCRETE WORK, INCLUDING CONCRETE SHOWN ON ARCHITECTURAL AND MECHANICAL
DRAWINGS, SHALL COMPLY WITH ACI 301 -99 "SPECIFICATIONS FOR 5TRUCTURAL
CONCRETE"
2. WORK SHALL A-50 CONFORM TO THE REQUIREMENT5 AND RECOMMENDATION5 OF THE
FOLLOWING ACI DOCUMENTS: 3058, 306.1, 3068, 211.1, 211.2, 214, 3048, 304.28,
304.58, 3098, 308, 302.18, 5P -66, 117, 3478.
3. SHOP DRAWINGS, PREPARED IN ACCORDANCE WITH THE ACI DETAILING MANUAL, SHALL BE
SUBMITTED FOP, ALL REINFORCING STEEL.
4. CONCRETE DESIGN MIX?-5 SHALL BE PMPABED IN ACCORDANCE WITH ACI 318 ARTICLE 5 ,3
08 5.4 AND SUBMITTED FOR REVIEW AT LEA5T 7 DAY5 P8108 TO THE 5TA8T OF CONCRETE
W08K. MAXIMUM WATER/ CEMENT 8AT105 BY WEIGHT: 0.50 FOP, NORMAL WEIGHT, 0.55
F08 LIGHTWEIGHT. EXPOSED CONCRETE SHALL BE AI8 ENTRAINED,
5. SAMPLES FOR STRENGTH OF EACH C[-A55 OF CONCRETE PLACED EACH DAY SHALL BE TAKEN
NOT LE55 THAN ONCE PrP 12AY, NO8 LE55 THAN ONCE FOR EACH 50 CU YD OF CONCRETE,
N08 LE55 THAN ONCE F08 EACH 5,000 50-FT OF SURFACE AMA FOR SLABS 08 WALL5.
TESTING SHALL BE PE8FOPME1 ACC08DIN6 TO A.5.T,M. C -39.
6. BEINF08CIN6 STEEL SHALL HAVE A MINIMUM CLEAR COVER A5 FOLLOWS, U.O.N. IN
DBAWING5:
CONCRETE POURED A6AJN5T EABTH .....................3"
CONCRETE EXPOSED TO EARTH 08 WEATHER:
#5 08 5MALLER ......................... ...........................1 -1/ 2"
#6 08 LARGER .......................... .............................2'
CONCRETE NOT EXP05ED TO WEATHER 08 IN CONTACT WITH GROUND:
COLUMNS (TIE5 AND MAIN REINFORCING) ......... 1 -1 / 2"
SLABS, WALLS, J015T5 ............. .............................3/ 4"
BEAMS (5T188UP5 AND MAIN BEINF) ................... 1 -1/ 2"
CLEAR COVER SHALL BE CLEARLY SHOWN ON ALL KEBAB DETAIL DRAWINGS,
7. ALL REINFORCEMENT SHALL BE SECURELY HELD IN POSITION WHILE PLACINF6 CONCRETE, IF
NECE55AP.Y, ADDITIONAL BAR5 SHALL BE PROVIDED BY THE CONTP.ACT0, TO FURNISH
SUPPORT. ALL ACCESORIE5 TO HAVE UPTURNED LEGS AND BE PLASTIC DIPPED Ai-TE8
FABBICATI ON .
8, DIMEN51ON5 "Ld" A5 NOTED ON DRAWINGS SHALL CORRESPOND TO THE FOLLOWING
LENGTHS IN INCHES A5 SHOWN IN THE TABLES BELOW.
FOP: f c— 4000 K51: FOP, f c— 3000 K51:
BAP, SIZE Ld BAR SIZE Ld
# 3 20" * 3 20"
# 4 2611 #* 5 37"
# 5 32"
#6 40"
9. ALL LAP SPLICES SHALL BE 1.3L[? UNLE55 NOTED OTHERWl5E ON DRAWINGS.
VIII - MA50NI2Y N01T,-5
I. STRUCTURAL CONCRETE MASONRY, A5 SHOWN ON THE5E DRAWINGS, SHALL NAVE A
COMPRESSIVE 5Tl:EN6TH (F' M) OF 1500 P51.
2. MASONRY UNIT5 SHALL CONFORM TO A5TM C90, TYPE II, NORMAL WEIGHT, HOLLOW UNLE55
SPECIFICALLY NOTED OTHERWISE ON THE5E DRAWINGS, WITH A UNIT 5TI,EN6TH A5 REQUIRED
TO ACHIEVE COMPRESSIVE STRENGTH SPECIFIED ABOVE.
3. MORTAR SHALL CONFORM TO A5TM C270, TYPE M OR 5 FOR ABOVE G ZAPE, TYPE M FOR
BELOW GRADE .
4. GROUT FOR FILLED CELL5 SHALL CONFORM TO A5TM C476 WITH 3000 PSI 5TRENGTH AT
28 DAYS. GROUT SHALL BE A PLASTIC MIX HAVING A 5LUMP OF 9 INCHES, -i- / - I INCH.
CELL-5 SHALL BE GROUTED IN INCBEMENT5 NOT EXCEEDING 4 FEET VERTICALLY. FILL ALL
CELLS BELOW GCE.
5. VERTICAL REINFORCING SHALL BE A5TM A615, GRADE 60 DEFORMED BA85. MINIMUM LAP
SPLICES SHALL BE A5 FOLLOWS:
$* 3 BAR5 - 1'-6 "
# 4 BAR5 - 2'-0''
# 5 BAR5 - 2' -6 "
# 6 BARS - 3' -0"
6. HORIZONTAL REINFORCING SHALL BE NO, 9 GAGE WIPE CONFORMING TO A5TM A82 AND
SHALL BE PLACED EVERY OTHER COURSE U.O.N.
7. ALL BLOCK SHALL BE PLACED IN RUNNING BOND.
IX - 11M13F-I? N01F-5
I . THE EXTENT OF TIMBER WORK 15 SHOWN ON THE DRAWING.
2. SHOP DBAWIN65 SHALL BE 5UBMITTED FOR APPROVAL PRIOR TO ERECTION,
3. KEEP MATr:�RIAL5 DRY AT ALL T1ME5. PROTECT AGAINST EXPOSURE TO WEATHER AND CONTACT
WITH DAMP OR WET SURFACES. 5TACK LUMBER AND PROVIDE AP, CIRCULATION WITHIN STACKS.
4. NOMINAL SIZES ARE INDICATED EXCEPT A5 SHOWN BY DETAIL DIMENSIONS; PROVIDE LUMBER
COMPLYING WITH GRADING PULES OF SECTION 10 OF P5 20 -94, A5TM D 245, A5TM D
2555.
5. PROVIDE SEASONED DIMENSION LUMBER WITH 19 % MAXIMUM. MOISTURE CONTENT AT TIME
OF DRE551N6 AND COMPLYING WITH P5 20,
6. LUMBER SHALL BE ENTIRELY OF ONE SPECIES WHICH SHALL NOT BE LESS THAN THE GCE
REQUIRED ON DRAWIN65.
7. ALL UMBER SHALL BE SOUTHERN PINE No.l . P8E55URE TREATED 5UFFICIEN11 -Y TO P:E515T
DECAY AND PE5T5 KNOWN TO BE PRESENT IN THE PROJECT AREA,
B. FASTENERS AND ANCHORAGE5: PROVIDE SIZE, TYPE, MATERIAL AND FIN15H A5 INDICATED AND
A5 RECOMMENDED BY APPLICABLE STANDARDS, COMPLYING WITH APPLICABLE FEDERAL
SPECIFICATION FOR NAIL, STAPLES, 5CREW5, B0LT5, NUT5, WA5HE85 AND ANCHORING
DEVICES. PROVIDE METAL HANGERS AND FRAMING ANCHOR5 OF THE SIZE AND TYPE
RECOMMENDED BY THE MANUFACTURER FOP, EACH U5E INCLUDING RECOMMENDED NAILS,
9. WHEN HEAVY UMBER W08K 15 EXP05ED TO WEATHER, IN GROUND CONTACT, OR IN AREA5 OF
HIGH RELATIVE HUMIDITY, P80VIDE FA5TENE85 AND ANCHORAGES WITH A HOT -DIP ZINC
COATING (A5TM A 153) .
10. NOTCHING OF MEMBER5 15 NOT ALLOWED.
11. MEMBER5 SHALL NOT BE CUT, DRILLED 08 ALTERED IN ANY WAY WITHOUT WRITTEN
APPROVAL BY THE ENGINEER OF RECORD.
12. 5ET CARPENTRY WORK ACCURATELY TO P.EQUIRED LEVELS AND LINE5, WITH MEMBER5 PLUMB
AND TRUE AND ACCURATELY CUT AND FITTED.
13. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATE BY ANCHORING AND FA5TENIN6 A5
SHOWN AND A5 REQUIRED BY RECOGNIZED STANDARDS, COUNTERSINK NAIL HEA125 ON
EXPOSED CARPENTRY WORK AND FILL HOLE5.
14. USE COMMON WIRE NAILS, EXCEPT A5 OTHERWISE INDICAIr--D. U5E FINISHING NAIL5 FOR
FIN15H W08K, SELECT FASTENERS OF SIZE THAT WILL NOT PENETP.ATE MEMBE85 WHERE
OPPOSITE SIDE WILL BE EXPOSED TO VIEW OR WILL RECEIVE FIN15H MATE81AL5. MAKE T15iHT
CONNECTIONS BE11NEEN MEM13ER5. INSTALL FASTENERS WITHOUT SPLITTING OF WOOD;
PREDRILL A5 REQUIRED.
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Arch itect, J n.c.
285 ^-SeVINQ� AVo�nue
Coral.Gabies, ft,
AA-- 2 9-8 2
Architecture
Interior Design
Planning
Construction Mgt.
Joseph Greenberg
4. N.C.A.R.B.
AR #5953
Registered Architect:
Florida N. Carolina
Georgia S. Carolina
(305) 446 -4354
FAX: 444 -0181
project name
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project number I
date
JUNE 15, 2007
revision
drawn by
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checked by
DC
sheet title
GENERAL NOTES
P Isheet number
S -0
STRUCTURAL ENGINEER
DESIREE CUENCA
FIFO M5510NAL ENGINMR
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