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5828 SW 71 ST EB-89-110-001 , ,v. e t _ , . EQUIPMENT SCHEDULE- BY w � I D l I i t. . �. - ,. ILI 1 , t� r: : t� L'I C.. G. ! a� a,K X. Pa :. - .� 'i_- I K 13 K 3 2 g 1g g li n 19 1 6 5 i ! d-10- N ii. 18 �.a g�I MISCELIMEOVS F . 4 l I ! !� +Contiractor ehal7,lscmpase all existing F ` I II V+ _ X I , ,'�---°--- c7 CJ 'Nl ,� 7 �� �''� ��I �"' 19 �lAc�..1.� � ( It 2 conditions a3 necessary to.receive ell s L-C21�vt� new stork pet Chic sheet, slid shall also {� linnsm 1 .� examine aAl,cite eRnditiano and verify ! i O � f� CrQ �' i , 11 t`+' rss�s 1 f all dimens}opa base2t on,ax st-1 condi- `� �i ! { (3 1+ x,� i tfans and ah�►ll Contact tho architagk p T k A g � I �" � i 1. �yy ,✓ for and clarifications or,lnterpiet+l- � iris: jis•f' 6k�t..t�. ' `?, 1 if bona as necaaaary for a complete gob. 11 ! J ..contractor snail verity and set 3n all — .3 - I°a . !d 1 1) - .L+. s ,��.� t1 ! �.l 21 gay coat-in Annetta. atschora. bolts. plates. i K � i � bm 21 �a ' ;1 g � etc„ as may be required for attach= g /w w�yry `•:v �,: I nientsof the Various building components. � p•� {{ 11 nn s: ,,. prior to placement of concrete. a 10 22 ''�r47 p ,, t.f t .1 {�,A&, f/+Contractor shall verrify all fixture 4' l d 1 i'°` I ' r V * i��I i`t rtN' locations and cAearanees. '` -contractor Shall verify and coordinate p s T B I . all rough o eninga !or scheduled daora. � 7 _ - _ . 6 � � �- �, windows and door hardware :tea solected ^^ 0 00 Ss'l ! a by owner?. 3 i(� N V II (aa+�l G� �,..e j I •All rough nails, bolts, and miscella- x � I I 1 2 - f' 1 � 24 , -V - L�IX E + � l neous hardware shall be galvanized € m V V rr z 6,, I -All word in contact w! eonorate shall,ue _. x I 4 cis _. LA V pressure treated Cn .Caulking shall pe.,vinlax sealant (gun grade) or equal. 14 �+ 1.0 Q • 2500 p.s.P.`ns impaction of th bo .Design Soil bearing valud of the site �J` innicates. Should coriditiona or makari- ..y�.. als be encountered other than stated. h, -� - s� � �, # lv iv. Q of I,Q 2oA Zoe 1i the arc itect chat) be,notified prior �+ 1� y(�� to proceeding with t'he work. t ,7 �7 �i i+, TI l �' .� "�"' ALL n �r✓,rT�.�1 Pe' ^y p'} /1 �,�•y , ,. _ x11_slabs shall be.A canorete tSt'co r'l)"1 L.'S,+Y troweled finish) and have:ultimato;;comp. Y atren9tTf of net leas than:2.¢00 psi nt 2II. i � ! Q Lt U�t✓f.✓ . 1 , l ,1 C.0, RV i 1*i G1 � 24 A days. SAaba'Shall be reinforced w/ 40 I �y 10/10 HNM on 6 mil,vapor,hhrrier over V V��L✓ t� g �k�. clean. compagted. termite treated fill. !. ? \ g` orok � Note. tictend 'slab 1'i/2' at all doorways � �1 .h ( I �'i » 3/4" .1 L 7 �141fG�'1 L{ ti I E.d� 1 M I and excerid:blab 1 '1/21 And Ocoee _ V� l +y 9 ,�♦ y- E+'�1 ' ,I:J G �' T�y+ J++L.f 1 © N . � F far 91aap a3 in4 oo , - I — �/ FOOTJfio �i)`N C' o, i — `J 0,C20�j V � 13 6 �/�ItgI�.�t� f p— ° 'Typical footing shall be 30«x1#" cant. �j 1,� . co : 1 concrete 0/305 continuaus._aluI shall 1 y ,�s y have ultUate compresslive strength � Tor p I I vI not leas than 2SO4,pal at 30 da A, Steel j I _ F 'N y°y V Jt iIr 4p[�3 f i trj{ �It- y ` #! shall be deformed:.and *hail conform to e. t AStM A_"S-end be,glaan an&tree of runt, �3�� � ''� LJ�' `� Vu" is s V'V � Y '2 4 (-,^ �. and.seals. Trusses - — s All trusses to be designed and cortiffed by truss manuf•s. ragiatered Engineer. LOCATION SKETCH. N E G A L CD ESC R I PT I ON - 'trues manuf;, shall:submit chop drawingo SCALE 1"=200'. —a for review and approval for conformance 1 9 with the contract documents prior to fab. Field varilY afineseiona briar to fab. R I I— + 9TIlL�I) r �( I � I SIX ze i !l 4 p tad. �, v� r a ' rJ (r 2',S �i.' LL:� ,. 6I t5 oat _ WINDOws itches as no I � s �� Shall be as indicated on drawings as t �Q��1 lip manuf. by H.C, mass and Sons. Homestead, _ r°� - ! Florida'. V ` ! .�.�� --- �. { rr t „_�R DOORS i r 1-J W 117®g sec notes on dr'avinga � WOOD.ANn gauaxHa �} -Sea notes on,drawings tin �, / � c ✓ F-►f 15 V A � •tea �j � ., , ; r��� ���� C � �•�.� i ; i I '° 1i!/,I� Z i 11 . 11 GENERAL NOTES. l ' . ;Cho contractor shall':furnish all labor matarlais and equion of to s 1° # ' disconnect dismantle, remove and salvage in the dispositf t) demolfEfon ridlcated in this plan. f p r'° , t�'V✓ �° I A -_ E '^ n The Contractor shall:take all necessary precautions to prevent - - � { End t6 P °f l'4 l damage to existing atructure cr equipaentcauaed by Chia operaKion _ / r t f ii II V n. and shall not interfere w/ existing atructural.syatem. t c....A.� P PV'l,,�k" �' .g o 1 doles os otb6i'damage )aft by the contractor, shall be repaired by the contractor.at:hia awn expense. I + �� - ��l�"•0� }J� I��, � � Z typon campletion of demolition this entire are shall be cleaned of<all debris and prepared for new construction. 3 SxisL ng;conditions not shown an this plan shall be reviewed I la/i with tsse architect prior to removal and/or reworking to conform ii i to ns�d plan as required I1�t1 („ 1 Cols s Et^1 ,! The general contractor shall provide all necessary barricades F and sataty >?arriers as required by work including dual ciontro2 - �y� , fx I t ^p �•� .� Ali aancrete slabs shall be patched rGmooth and praperiy made � •...e7.ts . 1 w' M� Q flush and level to receive new finishes, - 1! rj Bey �y� ;fA■, J - .— V�1 rt :< contractor shall'pxepare all existing aucfacas and'conditloaa as a' Fa-� 4"" �'�" '^ "b?" °^. _ O necessary tb'recofva all new:work par this sheet, And.shall also — I/ examine all floor condlttans-and verify all dimensions based' on- ye- f c { // jaF'G'ghy/ t(.�,"'' .' r t a . .. . .�.,•�. exfstl conditions and ®hail contact-.ths asehitecC Pot clarf'fi- I•F-^� // / T L '. cations or interpretations as necessary for a complete Job: i f / 1 I IE I ,p/ �; ' \ Q Contractor shall verify one coordinate ail rough openings for' � •�� �,i ��(.0 achedulad doors. 1 _. f7,A W Ali damaged wall and floor Finishes shall tra patched and repair °- �` edea +necgss:ary to receive-newt.tomatch-existing. I d , :rah; ! p?�'#l l trr 1*�f Er'= ! �• iia _ V/ TYPICAL. WALL SECTION • DEMOLITION NOTES. � � �°� ���r�'(I�E� r J W OmmS SCALE = 3i4 " = i '-o '� -� it I �.. Q W .� s - l I �y _ — _— _— f, II � ! . Al U) '�1 f IlV to CD _ r' �° ti .� �+ G 1''i f�.a'�'�I:r`` �L � •r'P^^`! i v'Yea ' *, � •-,. �d •�?.�,°�'�. <`��It#�+:i9s� �c i..''9,�� I }�! , --�- X e � ,,, . < i '��a ��•�'.�ij , � �°7 I�. �7�'' ,. r-,I 1�# . L.d y . REAR (SOUTH ELEVATION )• FRONT ( NORTH �LEVATION ) SCALE 1/8 " = 1 ' - O ". SCALE 1/8 " = 1 ' - 01, _ - �lr•I,,, i-.��`*,r�� �n.,�i("kr✓G�w ,.d 7 �.^,� .f'��/ �"'�'�'z•.r �'° r'�'f°�',;�p .—q� ._ ';ab";•...a! r!4:l�, ,€-? . l'7'i I� #-r ti �."i!.#1 !'w'A "!°M��G''y„e o- �° i � •/. - j PL to� .z x �-�.•� .Aft � Z F DATE K tJ El - CITE'' OF SOUTH MIAMI ENIiIRONMEN Al RENEW AND PRESER AEpON BOARD SHEET NO. n " SIDE { EAST ELEVATION ) . SITE PLAN . FLOOR ,PLAN. SCALE 1/8" = 1' - 0 '.' SCALE 1"= Io' � SCALE I/4 - !-O . 17r F DATt AIRMAN : 7of4 .