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6835 SW 67 ST EB-09-019-016 c� I m m m Lo o 0 o 18 COORD W/ ARCH & MECH S-6 20 WG'S FOR SCUPPER AND 18 O a) a S-6 D IN LOCATIONS, TYP. O �' S-6 EL. +11'-0" 18 CC(+12'-O j z S-6 - ° 19 ` (+11' 0 -- --- --- COORD W/ ARCH & MECH 1 CC( co CONCRETE SLAB REINFORCING SCHEDULE S-6 „`„ of o - (+11' 0� - (+11' 0 DRAIN LOCATIONS PER AND b I` l A.. _ I I'' _ I 1 , I I TB , TYP. 24 SLAB '7.OA ¢ x EL.i`+11'to(' ? ,< 1 ° ° ° o SLAB X 4 .0 I 1 :1 o (D S-6 r� MARK ELEU. DEPTH BOTTOM REINFORCING TOP REINFORCING REMARKS I I �sLAe '7.oA" I _ I I ¢ , "q 23 v I x I I x Q x: X 4.-0 o CC(+12-0") S-6 » » z = „ I EL. +11'-0 Q Q � o a D ° w I I I Q - _ - o cl -, w� 4'-6" o v 1 4'-0" \ co ° Q I I EL. +11'-0" x o v ° N =� __ � 1 SLAB "5.OA" SEE PLAN 5 #4 @ 12" BOTTOM & #4 @ 12" TEMP. SEE PLAN + - ° w� a I 21 I ui w - Q w �J CYJ „ » c cn° I Im iw ¢ m a w c� I J „B„ o- ¢ m ui U I A °¢ I I� o',w� S-6 I ° cwno I €I X 8'-D ° w v+ o „ » B 1 O „ » „ U - J no I I ELEU. +1`1'= " T.O.S. cn cn 21 "' cn vii 22 U m p O o SLAB 6.OA SEE PLAN 6 #5 @ 12 BOTTOM & #4 @ 12" TEMP. SEE PLAN I X 5 _0 _ oo I I v, I qq I 'I �:_` I `� 28 Q o I I ¢ o I FOR ROOF SLOPE ¢ o S-6 I :I S-6 _ `r ¢o +: O S-6 I - SEE ARCH. DWGS._ - ¢o � +; SLAB "7.OA" SEE PLAN 7" #4 @ 12" BOTTOM & #4 @ 12" TEMP. SEE PLAN co ? I I 4'-0" I 1 I I „B„ ¢ " ¢ �, d -i i D I I I I X 13'-0" m "_ Ir`i 6 4 @8' ADDL',TO x - I I x }. I gT x : d SLAB "8.OA" SEE PLAN 8" #4 @ 12" BOTTOM EACH WAY SEE PLAN 1m :' -35 RB-34 RB-3 RB-3 cn " " i ; I� �. �. 5 -6 �: ------- - - --------- I �-------_--------- - --,rB,�-- ------ --- -- -- - ------- ---- --- ----- » .. SLAB "8.06" SEE PLAN 8" #5 @ 12" BOTTOM & #4 @ 12" TEMP. SEE PLAN I l i' EL. +13'-2" a _ m a o - 1'-O'er m Q _ » ° m Q _ X I 1 ° ST I I I _ ST ST ST ST ST o EL. +14'-9 g o - X 4 -0 _ COORD. SLOPE I M CC +13'-2" 1� - cn - 1 mm 2 <„ 3 3 J - X 8'-0' 3 3 O cn U' `° ci �'`° o W ARCH. DWGS. I � RB 30 ---- RB_30__O I cn -= -- ---- -�-- / SLAB "8.5A" SEE PLAN 8.5" #4 @ 12" BOTTOM EACH WAY SEE PLAN ® - ---- - - _ _ _ ;=, �.T __ _ _ - - ------- ---- ----- - f -B EL J till- J �. 25 I I �, I I `° RB-39 ST ST ST B-39 RB-33 B-3 ------ - i CONT. L 13 1/2x3 1/2x1 '4" »� 1 g --------- - ------ NOTES: ^ ,, I S-7 7 112K5 I I I 3-1 _ 4'-1" 3'-8" 3' 9" 3'-9" 3'-8" 6' 4'-1" -10' ST S96 Q ° =Q ° ------ --- RB 2 - --------- 1- IN FRAMING PLAN 2- IN FRAMING PLAN _ _ _ DENOTES ADDITIONAL CONCRETE SLAB BOTTOM REINFORCING cv - I 2 � +� "��'INDICATES DIRECTION OF PRINCIPAL 3- I F - o `" 12 o I ST _ EXTEND RB-3 VER x x I 25 0 N RAMING PLAN _______ DENOTES ADDITIONAL CONCRETE SLAB TOP REINFORCING M I �r I -INSOLATION 1 i I 2 o S 7 RB-33 AT S LOCATION » » EL. +13 -6 73 OUTERMOST LAYER OF REINFORCING. v _ ~ _ I SLOPE DN. I �' 12K5 I S-7 I I I i AS SHO B - " " SEE ARCH, X ST r`' X 11'-0" o m o EL. +11 -0 X 5 -6 m I rn U I I I h .. - I I XI 2 _ 1 `; o I DWGS. 1 `V J I I d a- I OPEN TO COORD. SLOPE o X 5 -0 �n X 4-0 1 I � I I Q I I J� BELOW ST © o '� om I CONCRETE SLAB ADD L B S+ � W/ ARCH. DWGS._ AR� SC�EDUL I I I - O - _ i + + g COORD. SLOPE 12K5 � w 5 i ° 4 2 :----`" m rn o corn `� v ,; cn W/ ARCH. DWGS. 26 o I S-7 I I I N ST _ - rte, 1 1 B.O.D. I N w . I I I I N S-7 x ,� 27 In U _ - " x _ S 6 I m i w I I O ``" 8 5@ 9" TOP X 12'-0" S RB-2 6 MARK DESCRIPTION REMARKS o w ---------- --- I 12K5 0- w I I I I _ ST o - 6.,,#4 ADD'L BOTTOM BARS ° ST U S-7 2 1 B.O.D. 1 ' 1 ST ' M U A #4 @ 12" TOP + 8" HOOK r- SEE PLAN FOR REINF. LENGHT I S-17 I N I I I I 2 "' LAB "8.OA" = I .......12K5..... o _..........__._........ - ..... _...... __._ �, I » » ; DIRECTION OF '0�}T R LAYER LO �> X 4 -0 - I y, B 4 @ 12 TOP SEE PLAN FOR REINF. LENGHT CONT. L 3 1 2x13 1 2x1 4 J » # �-RB-3 I / / _ CONT. L 13 1/2x3 1/2A 4 I ST � „ „ ¢ 0 �' �, .a +, 0 I o I f :-'�I 2 X 5 -0 ppa +, cd ,o +; o I'm 1 1 mt` o O OF PRINCIPAL REINFORCE B ° 0 U m m c, 1 ' I X 5 -0 X 11'-0„ X 5 -6 i I 'm ° P, ° b C #4 @ 12 TOP + 180 HOOK ST �, m I a . �� SEE PLAN FOR REINF. LENGHT Im =I =I ml I m a v i I 12K5 1 = i 2 ST - o i o 12 Q ° g W� ARCH DWGS. m I ° 0 D DIAGONAL BARS - 2 3sim ¢ d- Q S 7 ° e 2 #5 x 5'-0" TOP 25 CN I _ ST _ _ � I b o S-7 I L.+11'-1" I -'I o -7 I I i S-7 2 x ST ,< 1 4"EXP. �; z x -1 0 a0i vi �7 SEE PLAN FOR REINF. LENGHT B.O.D. I 12K5 I ,,J ¢N 1 M ST ST ST ST ST ST ST ST ST S-7 5 _�e_ _ ..RB_- - ___ _ cd c `� 'd ° E #4 @ 12" TOP + 180 HOOK AT EA END. $ I I I o wQ I 1 1 co O O O O O O 3 O O ST R 36 RB-16 ` <;; _.._..._..._... _ .._..._..._ - w .� 0 b o ° F SEE PLAN FOR REINF. LENGHT S-7 I I N I ; "'° I - - --- -- ---- ---- - -- ----- - -- -- f - ° °� ° cd •d •d �,a ° - - #4 @ 12" TOP + 8' HOOK �� I I -�.. '' I I -, --- ---- ---- ----- � x wx 5'- ") - Z as �,"" ° �, �, ° "' ST RB-36 R8.-36 - +--�-� � I � o s~ � p u� 12K5 I t 6 �...,_ I I o i I I I CC TB +13-6 c o ° .� c 0 i 1`" 12K5 N w z w zRB-4 ( ; 1 m ° ..- TB 1.1 G #5 @ 9 TOP SEE PLAN FOR REINF. LENGHT o - 1 -PONt. L 3 1 2x3 1/2x1/4 �, 1 EL.+1 1 1 =` �, „ o e\o L. +13' 6" 1 ° s~ , o 1 N I 10 I ¢ aoJ,,, 12K5 I I zt 1CONT. L 3 1/2x)-,1./2x1 4 - I ^ I o� » „ »D» _ _ ¢ x a'ao CO co to a: o c� �, `� I .+. I I I Y w _ ^ B.0.4. w ml € z I ° 1 1/4" P o .. o ° _ o I .. - 's, �, a� " S 7 i .-o � ° z _ - a i ° ° inX4 -0' � m r a � s~ =1 ° ¢ m I N i J01 T :� , ¢ui CC +12-0 N E-I H #5 @ 12" TOP + 180 HOOK SEE PLAN FOR REINF. LENGHT I I I I w I ~o, v - I o I I w z _=I I !�" �± - I I ,.. I - I : : a w vi 12K5 _ - m + _ o wc� - h. .: » °b o ° o 1 _¢ o m o w� 1 4 EXP. o m w w cn m o w� �I + cn X 4'-0" / L . I - I EL.+11'-1' �I o I 12K5 0 o wc9 I UI cR .I o I � cn° 1 - U i cn° ° ° ° �, c N - m o w [ cn o m •• U U f,` JOINT F cd cn o 4 I l I 1 u, I -cn I T i = t``,, ST = ST.. ST ST ST �' J I I B.O.D. = ,� z J cn° - = I o- cw I I i 3T ST c" I f� 0 ,� i I I I € I I __ __ Oj_ 3 x O 2 O3 O -- -------�--- -- ------ -- .. --�-- —1- -5----1—= --- --�- -- =5----L-- —1-- ., STB-5 RB_45 __ RB-21 - 9 2» 4,_4„ 6' 4'-1" 4W5 4'-1" 6' 4' T 2'-O" S-7 ST 5'-4"LONG 10" DEEP Q 4 \ OPENING B/BOTT. OF BM. / \ & TOP OF WALL TIE BM. / O g ................. .......................... FOR A/C DUCT OPENINGS ST �l o AT WALL, BELOW BEAM, 6 S-7 i _ COORD. W/ MECH. DWG S. CONT. N SLOPE DN. i EL. +11'-5" SEE ARCH: ST \ / DWGS. 4 �i \ / _ _ o cm + \ 6T v CONT. 8" DEEP CONC. SLAB m ST \ / 6" CONC. N O SLAB. FLAT STEEL ROOF JOISTS @ COVERED - - " m _ OPEN TO ' EL. +14 -10 BELOW TERRACES SUPERIMPOSED LOADS 7'-4" Ln DEAD 30 P.S.F. MAX. RB-2 ST \ / 3T LIVE r 30 P.S.F. -�:.,'�+:i i:.Vic;. ST ,- , r' ,•, --. STB-3 _:.; _. _ _; BASIC WIND PRESSURE 50.5 P.S.F. ` \ '�,� � i M 3 ' '1 I , V=146 MPH h= 22.5' ' ST m \ I ST 1 EXP."C" 1=1.0 ZONE a WIDTH= 5'-0" L >17.3' "H" O \ STB-3 I 21 I "H" 22 N N I I I 21 -44.5 P.S.F. '� � - '"� ` \ NET WIND UPLIFT, ZONE 1 - S-7 w SLOPE DN. m -¢ ` N ST I SL>�pN w S-7 SEE ARCH. � ' -3 1 21 NET WIND UPLIFT, ZONE 2 -54.6 P.S.F. 8 1 2° DEEP DWGS. m ,,� Ii L I / ST I I I •I ` CONC. SLAB N O2 �, � I 1 1 9" DEEP NET WIND UPLIFT, ZONE 3= ZONE 2 -54.6 P.S.F. RB-2 STB 3 I TI I CONC. SLAB o '. ', is i' 3 -1 -� 3 - i i,' NET WIND UPLIFT, OVERHANGS ZONE 2 -71 .2 P.S.F. `.`°' - / \ 0 8'-0" ST / \ 5 _ 3 MAX. NET WIND UPLIFT, OVERHANGS ZONE 3 -30.4 P.S.F. i O E� L ST 6" CONC. � i O ST i r:,. o / \ 2 •-�;�; SLAB. EL. +11'-5" --r W i / \ I� O � m I 4 H d OPEN TO s- i Q CO 9sim BELOW 2 III 20 _ S-7 SLOP DN. -q- ST / \ ST I S-7 Up SEE ARCH. mr� 4 / \ 7 III I W to DWGS. �'v p5'-4"LONBG Xg110EE'" DS EP 7" DEEP CONC. SLAB 8" DEEP CONC. SLAB I FOR AJCC (�UCT ENING ST Lo COORD. W/ MECH. DWGS. O I W EL. +11 -5 / SEE BEAMS RB-23/42 \ ST EL. +14 -10 ST ELEVATION DETAIL TOP OF SLAB 19 ¢ 0 4 / \ �1i ¢ CC(SEE ARCH DWGS) w S-7 _ Q CC +15'-0") " ZT a j I SLI. CONCRETE ------ - -- -.-.---- 3 -TB(.. _3.._6.�......._.............^ ------- ------ / ST c„ SLAB o _ _ EL. +13'-6" _ ¢ a _ .� I TB +13' 6 I 2� 1 cn ¢ z v ° » o ¢o o �' v I ------ RB 7 -- ----- �' -----RB-7_- ------- ( I d/ - I 7 cv o- v X 3 -6 = w ¢�_ _I w QN- in ---------- -- ---- - -----i "' I I I 1 m E TEND TOP BAR REINF. OVER THIS AREA ¢ = o Lj:f m o. EL. +13'-6" - C° I I _ � o X 3 I T ST ST ST ST ST I ST w m z cn cn° ..,.. w cn° Q - „D„ ¢ :a „p. ST I I _ 3 3 O O O O I 7 z } _ 5'-0"MIN. TYP. OR AS w ST ST N N ST X 3 -6 N X 3 -6 U = o I I _¢ I w - Q SHOW FRAMING PLAN. N 2 U cn U x I I C° 5'-0' - --- - `� _ --p-- -©-- B - -�7- --p-- --[�- I I 7 4 @8" 0 RB-41 --- o N TOP BARS PER t 2 2 3 ST ST 1T 21 1 1 0 _ , - 1 I I I O _ ° "' PLAN & SCHE LE. RB-47 1 17 2 16 O ; .1 S-6 I I » » i ° ¢ o S IM o I {, »1 ° 'I _ ST S-7 S-7 ST -� COORD. SLOPE - z > _ 2 2 W/ ARCH. DWGS. , i i G x » „ I STI �' �- OPEN TO OPEN TO I I X 13'-0" d - o X , EL. +14'-1 I I BELOW BELOW I » » I I M X 7 -0 f- ' I 171 -------------'�------ ---------------- I» , I ST \ \ / I,I X 4'-0" I I f'.' M N 11 ST I I ....................... _ .... ..... _.............L....I- I l O i i p" I I d, 12�0"LONG X10'` DEEP O SLAB "8.OB" ,:I- - _ `t. L, I I BARS N co, - o r , _ Ul � 1 I m OPENING B/ BIOTT. OF BM. , 1 ( I -�_ A SECOND LAYERS I d & TOP F ALL TIE BM. ,� ;�I 1 SLAB "8.OA `.. I - {-- - - - ,.- - m I I m FOR A/C UCT OPENINGS alo � o0 I o-o m I 1 ST COORD. MECH. DWG S. + va o , , EL. +13 -6 of `.. 24 O ° DN I O i 15 I I I i Q d "A" - S-7 MASONRY WALL/CONCRETE Q= - MEMBER BELOW SLAB i cn c"i� 18 S-7 ST I I i I 14'-0" ,� I»D„ x 5'-6" ' Q� S-7 I I O2 I I Z,#4 @8" DD'L.' OP m I / \ / \ I I EL. +13'-6" I I mo¢ I 2 / I I o o i o '' _ i r1 i i '- 6" CONC. `.` a I I Q `¢ �........_. rn SLAB. I �i ST 2T 2T T1 ST ZT 2 2 " I I x X 4 T I 2 1 M u 23 ° LLI U oMro _ .,.: 2 RB-1 B-15 E: RB 11 TB +1 -6 1 1 R8 ...1.g v r o ST Q 1 RB - CC(+15'-0'� 0 "TYPICAL INTERIOR CORNER CRACK a » ° 3 o EL. +11'-0 _ °. 00 14 Ln - w PREVETIO DAR DETAIL I + cn cn cn �� p N.T.S. p ROOF F AMING PLAN �(+C1C1(+T2�-0") RB 10 N U v 4S1 SCALE 3/16 = 1'-0° Q) � U COORD W/ ARCH & MECH U � U O S-7 DWG'S FOR SCUPPER AND z DRAIN LOCATIONS TYPs � � U � IGNACIO J. CALVO h :. ���:' • q��-; sheet no . STRUCTURAL ENGINEER �� ':O FLORIDA LICENSE NO. 56755 - =' : t<�• ^' 1800 S.W. 27th. Ave. #401 _ _ :c Miami, Florida 33145 s+ of �` - ,�;' ` Ph: (305) 648-9008 �,��'• , pit... ,C� � 2 Fax: (305) 648-9128 �. O+IpL - E-MAIL: ijcpe @bellsouth.net p / -- `'y`b' 5 6 7 5 5 2 0 F' 10 i