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00-0587-001 � I A J!�©m REVISIONS: - . • 7 a ., J3a aJ J GENERAL NOTEBS - a J r a J ,,`` .% r w." e, a,::' `:d-r g •:,' i t.E s}.:_ GENERALS 3 a . " , Wr , a - a M'' 'x;.�;"' ;r'� -ro - ,,� :,Y' -��,-.;+'�>'�. _ f- -' N�� � 1 ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITIONS OF THE SOUTH FLORIDA BUILDING CODE, THE ACI AND AISC i.> ���"r`� X03 ,a s f• n u `�'.� :�,,, a 4 '�,a 2�.a,. S ECIFICATIONS AND RECOMMENDED PRACTICE. s ., ,:..� �'. �r�+ k '. + +� ':. , ,�•:fir,s,�; ,�' �. T� r ` NO DIMENSIONS SHALL BE SCALED FROM DRAWINGS. �����`��„ � : � ,�rfi ���.r` �'�- ' ��x� � �-�• �" � '�"•�, � � " '„; �' � � -, 1 / +"`^�2�'.3 ysi€ 'a�a' '� "ian x `�'�,•� rq �t;�� a'-: � ''�y ^ J"�" ?r ,} � H v'-:y} . � ''- z- �.7, > 3 G E NE RAL CONTRACTOR SHA LL CH E RE VI EW AND VER I FY A LL PLANS, -�� � � ��,„�.� ..,o�- � . •�� � � � ��: .,,s � a , +����,ai �t� �.. �, :;�` k;' •� .,,.e,„�.s �::�.�• .r„n.:'a'�+'k a.;tai Vii:: -e:r e� r : � a ,,;:,ire ,�� � DIMENSIONS AND SITS CONDITIONS PRIOR TO CONSTRUCT ON. ANY t I n k _« au � pISGREPANCIEB OR OtN118810N8 NOTED ON THE pRAWINGS OR IN THE I - r•E ����� `�.�h.'�✓y��"`ti`.�Y. 1,. ,.�'»�� -� .N�'•-',� ..yi3° � <.t,.:'�'^`�� i, 3;?:cz�'¢:,.bs .�w'•A 'S§ d':Y+.:.F C 9. :,2 :�5 2 -r `>$""°�ti* SPECIFICATIONS OR ANY VARIATIONS NEEDED IN ORDER TO CONFORM TO 0 �,�✓>,.. .,.,. „ ,,,a�.„:,-t,. .,, ,'d. �x`t.i , �sr� w,:.. '}t° �u.:,,h,. ��„`y, 3"l� r",�' 1�°2..,,_r"'” * �,� � _f� ;' , v � :�a ,rs C009 0, RUL190 AND REGULATIONS HALL BE NOTIFIED IN WRITING TO THE f. M� .�°^ ���.��'a^.'.a :n„, x> '> �- h'»;•r.�'„�"^s> -:,� 7 x' _ � r ;:e a= �a s , _ ' '�,.-��`',�. '�""z',ra'-t, •7 ^'.�'.:� ,t u- �r,�,a�,, :�. .,�:`o�,✓;�.�,*. :�w,,. F'��-. "=i .�' r:kr.,#}" :�-.��'s 4 ,�:,'a „�� ENGINEER ANY SUCH 018GREPANGIE6 OMISSIONS, OR VARIATIONS NOT : 4.,�s y.�nS..�1 ..„�i, �.�,.re,y„� ,,�r•+�... .'•.;:... . a, s,-:- .�.. :.,.f,•.-:.��r-. ..+w N",�,:;>�, r>i"��, ..�>:. -::. r' ;.:,, ,!^: ',�=.w^ � `k.. REPORTED DURING TH1; BIDDING PERIOD SHALL BL= THE RESPONSIBILITY OF ���,x-� ��', ,�,:.� �.�. .�'. j•�.:�.�-��w�-:�, � '_�. ,r . �^>�r , �' :a. .r. yq•,,� ... Y. n, .c•.... ,..., ,yT„.. ,..: 3 ,,-, r"�t. rces� `�-. ,, m':r s�` �`,..-s�(,� ,1 � � �x �'+t THE GENERAL CONTRACTOR WHO SHALL PERFORM THE CORRECTED WORK AS PER .. ,.. : � . , � ,> w . �.,� :.�`.. F .5�'��,�.?, ,�, ,s „w,. n,�,,. .,,.;'�7�.d a<..�,•+, +r arr ' "fix„'?' ,.,X"'r�'.,�^ a,k,� �' s°,�rv' ��,- �e'.w ,,�''�c ',r�:.: s?'� :3` ^';L{^r.•>K -.r'. ,fir' •.. ,'. "• .;.:� :.„ .^ .,a .:y .2.- x1 THE ENGINEER 8 INSTRUCTIONS. - QL rN,X�� ..v>'= - :- nm .:.. �.Y i.';r.. €' ,. -.: +_ ``:. +i: ei ,.!•,s.wA �.` f. .i• R :r. 4. GENERAL CONTRACTOR SHALL RESTRICT AND PROPERLY ISOLATE ALL ..��, ,� xa"t:•- ;�4 {a"�”`"+' +*`�.•> „? ,r. „�„r•w,,. .,y_><`,n,r vZ , :x. ;}�,,, w.::,,` -y" ...3".�;.,,. •r:_. rid_-•x i �: z,;,x.*.... '7- �Y•... �: *�' _": ��"° .._ .�.., CONSTRUCTION EQUIPMENT AN LOADS FROM INDUCING O T BMiTTING ,., ...�- ,,... �3.� r D R p R RAN �� �, v, �h � .u.�°,�y-;w. i •�, a, s�"�,� 3 �' r� "�°`a � r�#_.� - ,4� '`�Y �;t..'.: ;"� �s �,:'-`�. sy, 4 CONCRETE SLA F. YfBRATIONS TO TWO STRUCTURE DURING CONSTRUCTION. 4:. . - ,. ', :., .•a' ;. �v"" -*? „;��, d v,d•' as rr. �;� � >� '� ���`. :.:C- � ,.,fi,aa� may, ^�. t U1/�Ox6- UJ1.4x 1.4 W.W.F. r w...x. s .;; x .:_3: g.:='� .;�•.: ,. .". s�-�,� a.�x.* ,a-.. . � k' -,.4,,t. v.�s :-f�. .�*- ' '�'� .o;k,a�':. �',.a '.�„-"fi'„ s;�' � ,.�•.,.y. y x� � ON COMPACTED FILL I � � ' I-N y A z � 5; 5. TYPICAL DETAILS AND NOTES ON THESE DRAWINGS SHALL APPLY UNLESS : ,,, , . . : � '� �. k. ' " .,I' xil.. 0 N : , O . r .4.,1. .',�r"�,,? .,a..r,<., .,. :.�:. a�- .", : ,.fir-:ice . ,-.�;_ •, ;.::. .:.3+''"'" t<:... .„ .c .._u,,a t° SPECIFICALLY NOTED OTHERWISE. CONSTRUCTION DETAILS AND SECTIONS I TY ICA A I _I .4_,� , - ..� :. , _� .., ., ; .. _ P L SL BON .� �,. _ �.� �, - .•sr� . ,� , ,�- .. '<. �.q �. u-'t��"',o..v,. .7�, s ;t '^ ..: ,',:,�� �, '�s :n�rfi r w z�` NOT COMPLETELY Y SHOWN O NOTE 8HA SIMILAR DETAILS AN cti fi : . n. zx tY J PLL3 L R D LL BE LAR TO DE LS p r x a k ,r L_�_. GRADE. I r � SECTIONS SHOWN OR NOTED FOR SIMILAR CONDITIONS. �=:��� ��,� �� may,. �” r ...._ — a„ .z..r'y ,'�.4a»Y .,:<. �m u4: •s,s". �'k >tG ,«rR' :.�_w. ,: R ,at .„ , ro t'i" 6. TEMPORARY ING HA VI OU To £ . v BRAC S LL B>? PRO DED A8 RE !RED HOLD ALL , x f :t ' .: THE STRUCTURE IN PLACE UN TI L FI NAL SUPPORT IS COM PON ENT OF SECURELY ANCHORED. „� •.> t , I I ,. � y'" '�`�{'n�q' ����*; s' '� $• a z 'S ",w. - dx ,p:z:,.�. A-`'^. +"^'s-.C`.: ..» ,. .. 'ia `' 4 ss.`a.i =r` _,e, 4"`• :^'"'2�' x r` CONCRETE: I _ .fin.r'.;.�: � >v�!'r..,.'� .;,'.--+v' "'.�''.. •� -.°....��.;.. .-> ,=-` «';'.•� `'�' ����`t 3'y r?': '� ��;'kr:YY�: �- �. o-:«•'.i ..ysr. : 3 >.,w. k, ,tf,-"` ^U 'nK: r ry f :'i^:: ., ::' -.;,•, �'� Y a "G`,�^L.N S i, ALL REINFORCED CONCRETE DESIGN SHALL B E IN ACCO RD ANCE WITH a. . .. .. �,.. . BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. l AC1 318 83). �..,f`..4j .;9F°S� •7'u-,•`yr x ._'?:fG?' -':y'"Y.•f.. , y.3" �,. Y'.y ..GUyh, .. , a.. :v., , �: $.tµ. }..w yi. :D:. N.;Y;-f-i> .;`tA. ALL CON REtE RK 8 ALL ICE DONE= N ACCORDANCE W TN �r SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS lACI 301 83J � r �;� , � .���, ,�,, ;�• � ,� « .� - �,,, ,. .,- .� �.-.. _; � _n ;..:-. ,.. Ld �$ a r r. Y . .,.'�., �-f,�✓M.. .,, :,X:r�,ra;. t ,.: ., e -<. . a,-:..,. v. :. '* �_ �. «• T. a:--u :,:4a _�y.�.. r' ,:rr'f r„cs• = r= .,�, �� 3 -f..,. v• .Y .,,QTY` S, ..,.: p.. ,,. ”, � ;.'• -,..r?'. +J.n,ktt�, a.. . ..� Vic_ -s...-,:. .�....?-s."f k }. ':-S •ia... e 3. r r , CONCRETE STRENGTH AT 8 DAYS SHALL BE AS FOLL .yi. Y'k•F+'-:r...fit vw5a ,� �" %�+� ..� .Y �i ..`C 1�+ :5.,,Yy�v.a t: r�.,�r .. ;,s v,.-,s7' '✓ :! :": i .-,.:,r,..,,.:... .,r}e Y•.,.-.,rr...,.a ,. ,+„ f .,n,;C:w.. ar•..- >+Y 5.� £> , FOO TINGE 3 00P81l .ONa ,�- �� Y"'� ra,��'a ,. o v's�.'`,� _•r": � �'; . .._ �.w` 'Yv ��. Y z. :g a�y'� � .., ,�,,�� y x �� �- NN _ "�; �„�,r ��. •� �'- � �� :�^a,,:T'�'t.�;�.n.. - :, - ,.,,._ x.„ .sip' = �;�,. r �r "t ,r'.. a 0 rl OTHER 3000 PSIlU.ON) - �,�; � a REINFORCING STEEL: IN 1 .:.YU 1,.. r;'�a..� .,.' - .. sr�r`.�,,.s� .:.:.' , ' �3rP:`.,r z,.'.-•may ,. t,. a :: .>.:. ,:y '- �_.,,'r P - ALL REINFORCING STEEL SHALL BE DEFORMED BARS, FREE FROM L008E O a .y"i m. ✓. ;:,f^.'�• b ..:.n, �r«t '=:' .i% �, =T-v''r „aTr:m`°"'"tm }t::.,-ti,r. -,..? r"'' ,>:' RUST AND SCALE CONFORMING TO ASTM A618/82 : (81) FY • 60 K81 ; � ,.,i' a �• :u:fi h..•s `.� F a ia. a ¢° s:. :f ;. . ,gip ! ` » ¢k ..s: v? ffi -, y, `u 3 ?, ON. Win' � ��Sss>:a � err,v� � �� :,;.a �.a; .� " .�: . ... n-y':�:d.fir�.,� -�.} :: :;;- _ "W``r '� s,'i- �� ? .z �" r. .:�,` , '„• `y, r ... ?; ry 2. ALL REINFORCING SHALL BE DETAILED AND FABRICATED f0l.LOWING . . ;� 'S =3 ,b 'v�.. . � .n sr'�, �� ^, _ �� ,� I� THE RE IREMENTS OF ACI 315/83. PLACING OF A $HA ,s QU REB R8 LL CONFORM TO �' FLOOR PLAN CR81 REDOr1MENDE0 PRACTICES FOR PLACING REINFORCING BARS' ` 1 MINIMUM CONCRETE COVER ON REINFORCING STEEL FOR NON } PREStRE88E0 CONCRETE SHALL BE AS FOLLOWS, U.ON.S MINIMUM TOLERANCES3} A � y' � s .� COVER * OR CAST AGAINST AND PERMANENTLY EXPOSED t0 EARTH 3 3/8 EXPOSED TO EARTH OR WEATHER U ?5 No. 3 AND SMALLER BARS 1 In' 3/8' No. 6 AND LARGER BARS 2' 318' Q NOT EXPOSED TO WEATHER OR IN PLOT PLAN (y CONTACT WITH GROUNDS ROOF BLAB I VS SCALIE: I'=20'-0' 0 STRUCTURAL SLABS AND WALLS 3/4' 1/8' BEAMS AND COLUMNS (PRIMARY REINFORCEMENT, TIES, STIRRUPS LEGAL DESCRIPTION: —: AND SPIRALS) 1 W 318' LOT 3, E3LOCK I z 0 :2 BLAB$ ON GRACE 1n' 1/4' SUNSET TERRACE SU3D(vISION N Q { 1.ALL LUMBER TO BE SOUTHERN PINE NO.2 OR BETTER. DADE COUNTY, FLORIDA CONCRETE $LAD ON FILL: 1. SELECTED FILL MATERIALS SHALL BE CLEAN CRUSHED LIME Q STONE (3' MAXIMUM PARTICLE) OR CLEAN FINE $AND. THE FILL PLACEMENT SHOULD OCCUR IN THE DRY AND COMPACTED TO A MINIMUM OF S6 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY lAOTM FOLLOW SOIL LAD RECOMMENDATIONS FOR THE METHODS AND PROCEDURES. ALL FILL WORK SHALL BE SUPERVISED DY 12,-01 A SOIL LAB REPRESENTATIVE. ALL TOP SOIL SHALL BE REMOVED W 15EFORE STARTING FILLING OPERATIONS. 2. SLABS ON GRADE SHALL BE PLACED OVER 6 MIL VI$QUEEN OR Z ENGINEER APPROVED EQUIVALENT. 4' CONC. SLAB 3. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A 185-113 U1/�oXro-U. .51- ,U1.4 l.Ul 'STANDARD SPECIFICATIONS FOR WELDED WIRE FABRIC FOR CONCRETE REINFORCEMENT'. ON COMPACTED FILL 4. WELOW WIRE FABRIC SHALL BE SUPPORTED ON SLAD BOLSTERS OR CONCRETE BLOCKS SPACED NO FURTHER THAN 3'-0' O.C. Uj V) N N 5. SAW CUT CONTROL JOINTS SHALL BE SAWED AS SOON AS THE 6 a: W N �N N CONCRETE IS HARD ENOUGH NOT TO BE TORN OR DAMAGED 13Y THE 2"5 CONT W It M 00 BLADE. Z 0) 6. COLUMNS, REAMS AND WALLS OR ANY OTHER STRUCTURAL MEMBER SLOPE 2 = Z U PENETRATING SLABS ON FILL SHALL BE ISOLATED DY PREMOLDED JOINT U W t7 "o tj c FILLER (149 THICK) COMPLYING WITH ASTM 01152, TYPEI. z 4. 1. JOINT$ $HALL 15E SEALED WHERE INDICATED BY THE ARCHITECTURAL DRAWINGS AND FILLER AND SEALANT MATERIAL SHALL r - - - - Z - N 0 XY 01/ X/ Xr/ XNN�/, X/V I l/l/ -\.Z- J FOLLOW SPEC$. 3 �- 011 X�0�/ 10, f, XIIN ` 12' i € v%j ! i p• ,,. ., TE: -t-99 SECTION I ,,•'1F 1 4 LE: AS SHOWN SCALE : 3/4' I'-0' o ' Q�• •� . . , . > :' FIN- E.A.S. EET 1 ♦ ! f q • 4 ! � J it '� � ' Ep OF 2 >