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S �� 1' 1' I 1' I 1' I 4' I 1, 1, 1' 4' F=215 K�Fr p a[ _ L �� - I N 1' _ 1 1' - I 11 I 1, I, I 1' 1 UNIFORM H Isi ..................... _............ + I : ;; r4'-6' D_:-------- "4�12'X4'-m' _,------- � a_ 4'-6' . s� a� .r I + A X 14'-6' - I 4 5' x TYP. Im 5 ADD'L BOTT. _ - - 10 5 ADD'L BOTT. t,1 P x D 4 5 SH-I 1 X 14 -6 t SH- SH- � e 1 X 13'-6' 1 1 05 012' a 5 1415 14 5 14 5 1405 1 5 612' 1 X 13 -6A I x o I «5 412', X a'-6' x 13'-6' `x 14'-0' X 14'-@' X 14'-m' X 14'-0, N X a'-6' I I 5 •1/2' I' x 51 -6 lCll ,Il [y �(\ — '�" NN_ In X GI_rJA X I IICI x a a x x a x I' i - 6' coNc. sLA I JL. +5�,_6A 6 CONC. SLAB �IOL :r VERIFY FLOOR OPPENINGS �. I I W/ 4 0 12' I ottoM ALL I I BOTttOM ALL I I I TOP OF PARAPET F=218 KifT 4A WITH MECHANICAL DLI�xS. 14,B 1' F=26.1 KfT 1' UNIFORM G 1' 4' A 4� I I 1' 4' ' F=21.6 Kin UNIFOfi E �« 5 1' ( 4 i I I'I" r. 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EL. +5�'- SH-I X 5'-6' X 5'-0' SH- X a'-0' O O x a'_@, TOP OF PET S - - ` SH- SH- SH-177777 SH-I ►n S . DN. i' :r 12 5 1305 x 5'-6' 1545 1305 13 5 1405 1405 FPOUR 1 13 +5 12 05 SL. DN I X -E aX « I F=21.5 Kfrr 4' 6fD' EL. +55' TA. SAL 3 IT D IC SH- ,' 12 +5 TC _ x '-a �* 1 .. ............ _ TC TOP OF PARAPET I e r^Ix 5 I I F=13 K,FT 4 l 1' X «5 X ■ X L4 EL. +5''-6' (D4_ 4OTOP OF PARAPET VV to S-9 m m to Is LL LL ----------- --RB-4 � , •r RB-4 PARTIAL ROOF FRAMING PLAN 6CALE : 1/V' = V-011 X 14'-6' _ X 14'-6' B X 14'-6' p X 14'-0' X 14'-6' X 14'-6' X 14'-6' X -@ 0 I F- v NIP MY? N N N — — — I x' N N x EJ x ,N C4 x T10 05 ADD'L BOTT. 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Kpr 1 is 'w 1' - 1' -r 1' - 1' N �r 1" 1' 1' - 1' w _ p 1' • #, 2' " UNI A AP14 ip1 1Q5C�_ 1, ipi;r __x © - L I n FORM _ -r x « -r + -t X « .r x « a+ 5 x 10'- a 5 x « « ~r x « « d) '+ « « x a , t X Im'-m' X im'-m' X 10'-0' 10'-@' X lm"-m" X im'-m' X I@'-@' X 1@'- w ■ ■' ;. I X I@'-0' x lm'-m' X Im'-@' X 10'-0' X I@'-m' R5-6 ON RB-3 0 rt 1 2 - ;�T2 TOP OF PARAP Vcl ET S-9 U- rt LL M „ ", EL. +6V-6' {IJ IL LL TOP OF PARAPET EL. +61'-m' OILROOF FRAMING PLAN � TOP OF PARAPET ,/ SCALE1/8" = 11-III I RB - 4 RB-4 CONCRETE MASONRY NOTE: ALL CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C W 'STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS, WITH A NET AREA COMPRESSIVE STRENGTH OF MASONRY OF 2600 PSI. CONCRETE STRX=N(3TH NOTE: CONCRETE STRENGTH * 26 DAYS TO BE: PC SLAB IN 4000 PSI PC COLUMNS = 4000 PSI 1.- FOR SHEAR WALL REINFORC. SEE SHEET 5-12. 2.- FOR STRUCTURAL NOTES SEE SHEET S-1. 3.- FOR COLUMN SHEDULES AND DETAILS SEE SHEET 6-1. 4.- FOR POST TENSIONED TYPICAL NOTES t SECTIONS SEE S-a. 5, PRECAST PANELS BY OTHERS ARE DESIGNED TO SUPPORT AN IMPACT LOAD OF 10 000 LBS. TENSIONM NOTE: TENSIONING OPERATIONS SHALL NOT COMMENCE UNTIL TEST CYLINDERS INDICATE THAT CONCRETE HAS REACHED A MINIMUM COMPRESSION STRENGTH OF 3400 P.S.I. PARAPET WALL FRAMING PLAN SCALE - 1/5" = V-0II EL. +61'-0' TOP OF PARAPET J O 4 O EL. 4r V TOP OF PANEL N LL LL LEGEND a' CMU BEARING WALL V CMU NON BEARING WALL CONC. PANEL, BY OTHERS x GONG. BEARING COLUMN OR TIE COLUMN 0 CONC. NON BEARING COLUMN OR TIE COLUMN CONC. COLUMN OR TIE COLUMN BELOW PARTIAL ROOF FRAMING PLAN 5CALE • 1/V" = I'-Ou OWNER/DEVELOPER PLAZA 57 DE LOS REYES CTIAMi FR AM A&SC CMTES AWFUTECTURF, PA NO. DATE REV1910N NO. DATE dN DRAWING TITLE: ROOF FRAMING ENGINEERING, INC. M 000305D PLAN p S.W. 57TH COURT BETWEEN CONSULTING STRUCTURAL ENGINEERS ' SUITE 404 �+f� 4950 S.W. 7Z AVENUE S.W. 73RD AND S.W. 74TH STREETS HECTOR DE LOS REYES, P.E. ___ n FLORIDA CERTIFICATE NO. 33112, ES RIa b7a75 4970 S.W. 72 AVE. SUITE 107. MIAMI L 331"E TEL: (305) 665-2778 FAX- (305)`Ct&aj2➢i3f 5M SW % ST. S= 2% NUM-.9 FL MM DAL 05-01-0i rERMIT SET PROJECT NO DRAWING NO: MIAMI, FLORIDA 33155 CITY OF SOUTH MIAMI FLORIDA 33143 E-MAIL: DELOSREYESOCAMAWER.COM }'4f�s`errr�. �, '': Zz M�,y s;v.={ �� F� AAA. 6 305.662.1421 SOUTH MIAMI, -�- :. 0 ...., _ .� z l..r CF n o c s'��,r^�. d.GG,rr�