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GENERAL NOTF-5 ; 0 U
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FOUNDATION l- h 0
I. FOUNDATIONS SHALL BE SPREAD FOOTIN65 BASED ON A SOIL BEARING CAPACITY OF
N p 2000 PSF. AS INDICATED BY VISUAL INSPECTION OF THE ,IN-PLA4,F 501+_ ,MATERIAL z
Scgme-- 4 5t4cL 3�} x 4 HSTAL PAVt'c.S (GALY,STL. pQ ALVM•� GLEAN, WELL GRADE FILL SHALL BE USED. AL:T ,OR6ANIG'OR,OTHcR I�ELr=TERI0U5 MATERIAL u It +
% .r' SHALL BE REMOVED AND REPLACED WITH GLEAN FILL.
10-A 1%4 STAt WSL �1L 594-F Twpr'44 Scmws AT Eok. FA4t> sPfzl71►FP� � �� T� � � `� (3G QOM EXISTING SOILS ( UNLESS SOLID ROCK ) AND LI�`tS 5HALL'BE COMPACTED TO } � a ;
VARIES UP'Tp -11 '3 -e:) LoN-Acv 15-AC4 q5% OPTIMUM DENSITY PER MODIFIED PROCTOR TEST ASTM D-1551 FOR THE MINIMUM 0 �
LAPP'�7 ?'�' Lo H I1•J �"'T"� Nom/ gM ��'N� OFATHE6SOUTH�oRIDABUILDiNG CODE.
TESTS SHALL BE TAKEN PER REQUIREMENTS 0 � w � o
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i _� 2. ALL SLABS ON CRAVE SHALL BE OF THICKNE55 AND REINFORCEMENT PER PLANS OVER 6 MIL Fr
t VARIJrS UP TO 51 I. 2S- 21j X 2"x ►/�' GflL�/. POLYETHYLENE VAPOR BARRIER, ON GRADE COMPACTED TO q5% OPTIMUM DENSITY.
\ ~' 0�" �- - -Y� �• -•-Y--•--��••= �^•�---•�- �--- 3. CONTROL JOINTS SHALL BE PLACED FOR EVERY 1000 S.F. OF CONCRETE SLAB AREA. 3 A
-T : r; r A CONSTRUCTION JOINT CAN BE USED IN LIEU OF A CONTROL JOINT. SAWGUTS FOR z_ n
+ I I i I CONTROL JOINTS SHALL BE MADE WITHIN THE FIRST 4 HOURS AFTER CONCRETE r
AlG PACKA4� I . I VA2�fi5 VP To w Y
I E�tsr t�H 1 4. PIPE PENETRATIONS THROUGH CONCRETE FOOTIN65 15 NOT PERMITTED. FOOTINGS MAY
I BE DROPPED 6" MAXIMUM TO ALLOW PASSAGE OF REQUIRED PIPING. 0
�e UNIT, ST�Q+�D MOUwr'j X � t ► PQ1N1 PIS t:` M,It..l
(SIa MEC H-mc-S • + ` �� p'Q„�. ' I
I, I 1 NOTIFY ENGINEER PRIOR TO ANY FOUNDATION CHANCES. 0 4 00
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A`��j 01b. FiAY .1MT �� , I r 11 rr 1 I 1
2 Z G ' 1 A/C PH CK A4r --^.- -R-�4+>0 d�L �Q�J CONCRETE d MASONRY W
I 1 I t.!N 1T GuRg Mout1T _ - - y '-- - - -�-~ I. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT �t
:: :_•_ i , , C x 8.2 CURB. 1 > i T --_ -� THE END OF 28 DAYS. FOUR CONCRETE CYLINDERS SHALL BE TAKEN FOR EACH 50
(oIZ -rocs Sr 6 x 2 x 3��"� ��� f'1�H • f=� `,,Q M CUBIC, YARDS OR FRACTION THEREOF AND SHALL BE TESTED AT 3, "1 AND 28 DAYS.
- v j L_I_�75 D. I�, MAx,w•r, 1 SLUMP SHALL BE 5" +-1'.
I 1 2W�C 2-"x %�" I- - - - - - -- - -- - --- ---�--T
2. ALL REINFORCEMENT SHALL BE 60000 P51 MINIMUM YIELD NEW BILLET STEEL IN z
. ACCORDANCE WITH A5TM A615 6RADE 60. ALL BAR LAPS SHALL BE A MINIMUM OF 0
• -� 36 BAR DIAMETERS. PLACING AND SUPPORT OF REINFORCEMENT SHALL CONFORM TO
+ . � •,;`:� - CMG• Q7�5 . THE LATEST AGI AND MANUAL OF STANDARD PRACTICE GORES. USE CORNER BARS IN
_ _ _ -T C�I.�•... C4�''1t'" , ��wErgII4 SPv/Aw I� euI ALL EXTERIOR FOUNDATION, WALL AND BEAM CORNERS TO MATCH REINFORCEMENT SIZE o
y ! « v s 1� ��>✓ (tom v AND SPAGIN6. m
3. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: BOTTOM TOP SIDES W
I + TYF' 1=�R '+to IY2 T'fp ALL- .- FOOTINGS 3" 2" 3" 2
Suf7mpt7'S SLABS ON GRADE (WITH V.B) 2" 1" 2"
- - BEAMS AND COLUMNS 11/21, 11/21, 1 1/2"
�L •2`x2`� %4" GtAL%/. �L L {A�G�N>TS '�
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Nt�T65 � ALL G�ILV• ?O 131;: H•OT plppGp Z IntC ` S-t+EEL .!D ISIS At•1D CD*tG• 17EGKtN s PLA�1 . 4. ALL CONCRETE SHALL BE PLACED WITHIN q0 MINUTES FROM BATCH TIME. ALL 0 -
u „ Ci q CONCRETE SHALL BE PLACED AND VIBRATED AS REQUIRED BY THE AGI MANUAL OF z
2)A�LL WIGS TD 8� 3/j& -Itt2 t-o.i4 FfLL>=T (M,w, (�.p•N_� CLOT DEGKi"CT AS Re0'p Fc>tz f��C_ AND SuPP02T' S'TEEI- PE}tETQ�4T• tbNS. CONCRETE PRACTICE. TEMPERATURE OF CONCRETE AT THE TIME OF PLACEMENT < Q �
3) PzzWiv r PITCH PANS Ar ALL STL.A J(AX_ L>i 4 P�IIz-f. SHALL BE BETWEEN "15*F AND 100•F. F - '
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4) P0D4 t Vt_ CAN TS?Q I P AND CURB 11=LA S4;W _ 5. ALL CONCRETE FOR FOUNDATIONS SHALL BE PLACED IN THE DRY. CONTRACTOR TO
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Pi✓2 SP>=.LS oN A�CI�•AiNCxS PROVIDE MEANS FOR DEWATERIN&. EXCAVATION TO BE KEPT DRY FOR A J Q
MINIMUM OF 3 DAYS AFTER CONCRETE PLACEMENT. 0 Q
6. ALL BLOCK SHALL BE HOLLOW UNIT MASONRY WITH A MINIMUM COMPRESSIVE 9 � 9
STRENGTH OF 1000 PSI CONFORMING TO ASTM GqO. ONLY TYPE M OR S MORTAR 111 6) iJ ,
Rcc4-- MOUN'fEp A lc_ UNtT SUPPORT p SC,Q�E� �I�(C.l DETAILS $ Or 1-O+I � SHALL BE USED. PROVIDE �1 TRUSS TYPE HORIZONTAL JOINT REINFORCEMENT o Z
I6 o.c. VERTICAL. OPEN BLOCK FACES SHALL BE PLACED AGAINST COLUMNS. 0 Q
?SEtc +q�'Cji• !�4•-.� gwCS FvQ LoGATIO+�S DIM>rLrSF0�5 • -- - - -
_____- - - '1. WHEN MASONRY OPENINGS ARE FRAMED BY DROPPING THE SOFFIT OF CONCRETE U N r,
BEAMS 6" OR GREATER , ADD 25 BARS IN BOTTOM OF BEAM . PROVIDE 8" MINIMUM U _�
OCOLUMN BEARING FOR DROPPED SECTION EACH SIDE OF OPENING. O J
1, 8. ALL GROUT IN FILLED CELLS SHALL BE MINIMUM 2500 PSI PEAROCK CONCRETE.
• GROUTING SHALL BE A CONTINUOUS OPERATION WITH NO INTERRUPTIONS EXCEEDING
• t ' -� EXIST GONG. 6M.
,� '; ONE HOUR. STOP GROUT POURS 1 1/2" BELOW TOP OF THE UPPERMOST BLOCK
c4 COURSE. PROVIDE GLEANOUT OFENIN65 AT THE BOTTOM OF ALL REINFORCED F-
1 MASONRY CELLS. GROUT SLUMP SHALL BE q" +- I"
COL. d FOOTING QS� 2-4, tx��vt_L >=roX�f I ;
6,ItoUT INTO EXI<,T aM. Q STRUCTURAL STEEL rn Q
5 GONG. SLAB KEYED GONST. `• FtLL61r1 GEt� I. ALL STRUCTURAL STEEL (EXCEPT TUBE STEEL COLUMNS) SHALL BE ASTM A-36 STEEL WITH 0
ON &RAVE JOINT X11
a A MINIMUM YIELD STRENGTH OF 36 KSI. ALL FRAMING BOLT'S SHALL BE ASTM A-325 GRADE.
QO COLUMN ALL ANCHOR BOLTS SHALL BE ASTM A-30x1 GRADE. z
Q „ 2. ALL STRUCTURAL STEEL SHALL BE FREE OF SCALE, RUST, OIL AND OTHER DELETERIOUS o
T• _ � '•�•;. :: `- �.._•;••. 13rZFAIC OU? ExI�T MASONRY 2-O MATERIAL AND SHALL BE COATED WITH 2 GOATS OF RUST INHIBITIVE PAINT. 0
t=AGE F>2M + FILL �v/25-00
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LA-E c�.IcSzETE. 3. ALL TUBE STEEL COLUMNS SHALL BE 46 KSI MINIMUM YIELD 5TRENSTH, IN ACCORDANCE DRAWN ov
To PACK LAST ¢"t SOLD WITH ASTM A500 GRADE B AND SHALL BE FILLED WITH CONCRETE, AND 1/4" DIAM. Z j.m.e.
To DoT of E>CIST. OM. 0
m Nora: MAX• SLUMP = S" - ; . RELIEF HOLES SHALL BE DRILLED WITHIN 6" OF TOP AND BOTTOM, AND AT MID HEIGHT.
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TYP. GONST. JT. 11/2" = 1'-0" m Q BEAM 4. ALL WELDING SHALL CONFORM TO THE LATEST A.W.S. SPECIFICATIONS AND RECOMMENDA- F R B-3n�
0- TIONS. ALL WELDS SHALL BE GLEANED AND PAINTED WITH 2 GOATS OF RUST INHIBITIVE rn
J 0 C 6A• f=1LLEO DELL, PAINT. z
in pow eL ¢ �x-r 6?9&L r tNT2P 0
t�clsT I=-rc-�. OG COLUMN STEEL JOISTS AND DEGKIN6 0
I. STEEL JOISTS SHALL CONFORM TO THE LATEST SPECIFICATIONS OF THE STEEL JOIST INST. t
BRIDGING SHALL FALL AT PANEL POINTS AND LOCATED PER PLAN.
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Fjclg-r }�.SoNtN �VAt_L 2. EXTEND BOTTOM CHORD TO STEEL BEAM AT EVERY OTHER JOIST.
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5. LI&HTWEI&HT CONCRETE DEGKIN6 INFILL SHALL BE MIN. 110 To 120 PGF MAX. DENSITY. a
5" GONG. SLAB 5AW GUT (FILL - 4. CHORD MEMBERS OF STEEL JOISTS SHALL BE DESIGNED FOR REVER5E STRESSES 0 0 07-22-98
ON GRADE "'/ &R0I1r) 6/I MAX SLOPE m _ DUE TO A NET ROOF UPLIFT OF I5 PSF. } f
-rDP of Ex157. GONG. FTGI. 4
GENERAL
- 3 TIES, SPACED A5 I. CONTRACTOR SHALL GOORDIMATE ALL STRUCTURAL WORK WITH ARCHITEGURAL, 0
_ _ _:• SCHEDULE _ MECHANICAL, AND ELEGTRIAL DRAMIN65 FOR VERIFICATION OF LOCATIONS AND z
'•' 1 r� . DIMENSIONS OF ALL PROJECT REQUIREMENTS. ANY DI5CREPANGIE5 SHALL BE 0
COLUMN d REINF. AS �`• `� I a ; 1`Jt�TE : ALL iZEINP SHALL @)I COLUMN O COLUMN GALLED TO THE ATTENTION OF THE ENGINEER BEFORE PROGEEDIN6 WITH WORK.
PLAN d SCHEDULE . •�' lal VE �0 2. SUBMIT 3 SETS SHOP DRAWIN&5, FOR THE ENC71NEEP5 APPROVAL, OF ALL ITEMS
REQUIRING FABRICATION. Do NOT FABRICATE UNTIL APPROVED. LL FwW-
TYP. CONTROL JT. I I/2" = I'-O" 3. ELEVATIONS SHOWN ON STRUCTURAL DRAWINbs REFER TO GROUND FLOOR SLAB AS
-T•YF F I LLEP DELL DE-1'AIL `W-Ito COLUMN DETAILS 3/4" = I'-O" EL. +IO'-o°.
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2" GLR - 4, APPLICABLE BUILDING CODE: SFBC, Igg4 EDITION WITH LATEST AMENDMENTS.
s-3 AT EX 1ST. M ASo�RY WALL 5. DESIGN LOADS
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ROOF LL 30 P5F 0 W i
DOWELS TO MATCH ___ ROOF WPERIMP05ED LOAD (5.I.L) FOR PREFABRICATED STEEL JOISTS; 80 P5F Z f
COL. REINFORCING (INCLUDES 30 PSF D.L. FOR LTWT. CONCRETE INFILL z ILLLI
RECESS TOP OF FOOTING 20 PSF D.L. FOR ROOF SYSTEM, MECHANICAL EQUIP, AND GEILIN6., 0
3/4" AT 8" AND 12" BLOCK LOCATIONS Q 30 PSF L.L. ) 0
LAP MESH 30" In CONC. FOOTING AS 6" 10" FLOOR LL (OFFICES) 60 PSF 0
•0 PLAN d SCHEDULE z
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11/21, 3" 11/211 1 1/2" "I" 11/21,
5" GONG. SLAB Q Q DESIGN FOR WIND LOADING 15 IN ACCORDANCE WITH THE SOUTH FLORIDA
ON GRADE Q B TOP/FOOTING BUILDING CODE, Igg4 EDITION, AND SECTION 6 OF ASGE '1-q3. z J
J ®+10'-O" U.O.N. ry cV WIND SPEED: 110 MPH , WITH 1.05 IMP. FACTOR FOR EXPOSURE GAT. "G" Q
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O O GAP P 8"xxl2" - O O
'� �� • e e • w/ 4-�[8"O HOLES BASE FLIO"x3/4"x10" o
� ��:�-; �: • =� � w/ 4-'i/8"0 HOLES
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MFI6 (MF20) SIZE AS N w 5 O r
SHOWN w/ 2#5 3" GLR. STEEL COLUMNS
(TYP) AS PLAN d SGHEDjJ[•,E lL
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COL n GAP kPETAIL _ 13ASE I DETAILOS
TYP. CONCRETE COLUMN
TYP. MWF I(6 (MlNF20) DETAIL 3/4" = i'-o" RE I NFORG I NC DEVIL 3/4" = I'-o" ST. COL. CAP 4 BASE PLATE DETAILS 1 1/2" = 1'-O"
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