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12-86 70F7-027i i 1 2 3 1510 @no I N .6 0 0.30.60.9 P.2 4 5 6 7 8 9 10 11 12 13 14 Inv 9.7 K A NS5 08 I 101 00 N I N 10.4 o M I 3B -68 I 3B -69 3131-7 3B -7 36 -7 36 84 °I 8' -6" 8' -6" 8 - CORRIDOR C CORRIDOR L J JANITOR - A6 I I ml I `��'� rn SHEARWALL AT M I I 6 55.08 m 4 I°' STAIR -A6 M I 3e S5.0 9 I Im I I "I -8ll 12" P.C. JOIS m ca IM low I I I m SEE NOTE No.6 I ( S NOTE No.13 © o xx co °' m M 8.9 8C Boy 8'0 TO PGGE• 3SB,2 16' -0"� 5 8F Z.1 os rn -v P r� w �I M m11 ml l 1 °'= 8', , W 4 9.4 0 `0 Z.3 U) Im O\N / mIl n N II I1 91 I M NI 1 6" THK SLA I I / I m m N I 1" EXP. JT. I WAY. 12" T & B. 7.1 F 0C RIM] E 8 48'_0" 3SB -301A 3SB- 01A 3SB -301A to Im 55.036 I0 N J M N N II 7.2 C) I m ci �- / 3 G 3 B -302D cD 3SB -303A o I _5513' m �/ CORRI OR a i H °' i 0) 8 i m 1 N 5�8 X.5 Y.1 E \SB.3 N ® 358' i °'I I N °I 6 ,o o *N� Inv 9.7 K A NS5 08 I 101 00 N I N 10.4 o M I 3B -68 I 3B -69 3131-7 3B -7 36 -7 36 84 °I 8' -6" 8' -6" 8 - CORRIDOR C CORRIDOR L J JANITOR - A6 I I ml I `��'� rn SHEARWALL AT M I I 6 55.08 m 4 I°' STAIR -A6 M I 3e S5.0 9 I Im I I "I -8ll 12" P.C. JOIS m ca IM low I I I m SEE NOTE No.6 I ( S NOTE No.13 N I I I I I m " EXP. JT. M © xx co °' m M 8.9 8C Boy 8'0 TO PGGE• 3SB,2 16' -0"� 5 8F Z.1 os rn -v DN DN- .9 160,01, [�.2 » �, 1 °'= 8', , W 4 9.4 0 `0 Z.3 U) II O\N / mIl 20' 358 -228E 3 21.\9" 3 �' 1q � SB 1 12" P.C. JOISTS M NI ®5' -6" O.C. (MAX) I m m al® F 10 8 o_ to Im 55.036 II J M N N II rn °' 3" E ESS NI I _ o m N H °' i 0) SIL 1 03 PSF. m 1 E - I °'I I N °I m M I m � SEE NOTE No.12 m 1 "' 1 MI I m SIL 123 P.S.F. I m N� I MI I �,I o ao I II Q, o m I �II mll MI I I m MI ml V No.� II OTE No.6 II II m II I LJ 0 N rn tD .- Cori co - u ui N I I I I I m " EXP. JT. M 15 16 7 NOTES: ° ® �; - m -o 0_ N N 0 10.4 Oo N 2 y 3592 8 �x 5h CA S 9 C I N �5B,2 T.3 I v 358�228P , I 10.2 � DN DN 11.3 35 co o m \ \ Se,29 N to ,,, ,7.00 -Z (� 12.1 �G I CN I 3SB, 0 I I m o 28 ® // \ 12.2 LO S`�' Y \ ti5 I NI 1 N 1 C. JOIST ry^� s� \ Se, 8 �p0 / m P.C. JOIST M I ®5' -s" "�/ 12.3 MI ®5' -6" O.C.(MAX) 55 \ 7 4001 ml I I s ,`nr, I 1 I SEE NOTE No.12 I _ = S\ 'v !° '%' �� �\� 12.8 12.7 A ,�' �� ° oy cn I I �/ \ate �� �, \ 42'-0 r TOP NI I M N I �Q ' 1 N .stA list 6� THK ®1 C. Y / '��' �� 0 m 12"P.C.JOISTI I - ' 4 wA g F 32' -4 5' -0" / 1 SEE NOTE No.6 TOS T I I 32' -Or \ \03 TOS 42' -0r MI m yG� \ �� P TOP 35'- -90, TOP so;0. 44' -0" �� �, 'r• sF \\ ��s� 3�\ \ r SEE NOTE No.13 �` ? TOP s� VI) \ 32' -7r \\ �� \\ IC� \W��60 24" DOUBLE \ B��s 32' -0r © xx 8.9 8C Boy 8'0 TO PGGE• 3SB,2 16' -0"� 5 8F Z.1 os rn -v DN DN- .9 160,01, [�.2 \ss� �, 1 °'= 8', , W 4 9.4 0 `0 Z.3 Los O\N / V.8 20' 358 -228E 3 21.\9" 3 �' 1q � SB 1 15 16 7 NOTES: ° ® �; - m -o 0_ N N 0 10.4 Oo N 2 y 3592 8 �x 5h CA S 9 C I N �5B,2 T.3 I v 358�228P , I 10.2 � DN DN 11.3 35 co o m \ \ Se,29 N to ,,, ,7.00 -Z (� 12.1 �G I CN I 3SB, 0 I I m o 28 ® // \ 12.2 LO S`�' Y \ ti5 I NI 1 N 1 C. JOIST ry^� s� \ Se, 8 �p0 / m P.C. JOIST M I ®5' -s" "�/ 12.3 MI ®5' -6" O.C.(MAX) 55 \ 7 4001 ml I I s ,`nr, I 1 I SEE NOTE No.12 I _ = S\ 'v !° '%' �� �\� 12.8 12.7 A ,�' �� ° oy cn I I �/ \ate �� �, \ 42'-0 r TOP NI I M N I �Q ' 1 N .stA list 6� THK ®1 C. Y / '��' �� 0 m 12"P.C.JOISTI I - ' 4 wA g F 32' -4 5' -0" / 1 SEE NOTE No.6 TOS T I I 32' -Or \ \03 TOS 42' -0r MI m yG� \ �� P TOP 35'- -90, TOP so;0. 44' -0" �� �, 'r• sF \\ ��s� 3�\ \ r SEE NOTE No.13 �` ? TOP s� VI) \ 32' -7r \\ �� \\ IC� \W��60 24" DOUBLE \ B��s 32' -0r io B a o np rQ CENTERED 24" DOUBLE I I I J `� JOISTS. SUP -IMP. LOADS `S 125 P 1 SS�� 24 "P.C. JTS. 4'-8"O.C. S5.03B 3CB -13 3SB -228DB 3SB -228C CB 1 - - I - - ml I - ml I �\, �. I . . 7 M M I I NI I I 5.9 - s5. _ � I m m 3s -22 I I "' I IM 3SB -228A 4- P.C. JOIST N N 4- 1 III m ®5' -6" O.C. (MAX) m m M1 I � I M N 3CB -2 I I I SEE N0.6 Ci C' SEE NOTE No.12 I V) Im I I / \ / 3CB -1 \ LJ La 17.3 rn I N � I m l l N I I I ," EXP. JT. I m, SHEARWALL AT I I n 3CB -1 / STAIR - C1 �, m M I n IM �, STAIR WALL N I / � `i `i I ELOW. or E 1 m N m N 0 Im SEE NOT o.13 �_ z m MI I m I I I r 3C 1 309�� I MI LJ 18.6 CB -3 3CB -3 3CB -3 3CB -3 3CB -5 3C8-4 3CB -6 3CB -6 3CB, X08,1 1 3SB -229A 3 55.10 5 SS S5.18 8 - % 110' -9" 91' -6" 55.18 01 ZO -6" 1' 35' -7" 36' -9" 37' -0" 37' -0" 30' -0" ' -6" 30' -0" 30'-0" 202' -3" R) (S)(S.1 T U v W X ) ( X•1 vo s 17 [E ■ 1. 3RD. FLOOR SYSTEM CONSISTS OF A 4 1/2" MIN. CONC. SLAB REINF. M I \U ji \� \�'� %J ji I W/ #3@12 O.C. E.W. CENTERED. NATIONAL CITY CEN'T'ER PRECAST PRESTRESSED JOIST SHALL BE 16" DEEP EXCEPT P.O. BOX 7033 AS NOTED; SPACING OF JOIST AS NOTED ON PLANS. INDIANAPOLIS, IN 46207 2. SUPER IMPOSED LOADS (SIL) 103 PSF EXCEPT AS NOTED. (317) 636 -1600 3. FIRE RATING 2 HOURS. 4. TOP OF CONCRETE SLAB ELEVATION +32' -0" EXEPT NOTED. T 5. ELEV.O' -0" = ELEV. 11.00' NVGD. L 6. SHEAR FRICTION REINFORCEMENT TYPICAL AT ALL SOFFIT FRAMING INTO SUPPORTS. 7. CONTRACTOR TO COORDINATE THE LOCATION OF ALL NON BEARING CONCRETE BLOCK WALLS WITH THE ARCHITECTURAL DRAWINGS. THEIR ADDITIONAL LOAD (840 LB /LI. FT.) IS IN ADDITION TO THE SUPERIMPOSED LOADS INDICATED IN THE GENERAL STRUCTURAL NOTES (SEE DRAWING S -6.01) PROVIDE DOUBLE PRECAST CONC JOISTS UNDER NON BEARING HE COM SAS COMPANY Y 1111 Lincoln Road Mall Suite 510 Miami Beach, FL 33139 (305) 532-0433 BLOCK WALLS WHERE WALLS RUN PARALLEL TO JOISTS DIRECTION. K PROVIDE 2 #5 BARS CONT. BOTTOM WHERE WALLS RUN PERPENDICULAR TO JOISTS DIRECTION. 8. FOR BEAMS SCHEDULE SEE DRAWING S9.02 THRU S9.07 9. FOR COLUMN SCHEDULE SEE DRAWING S8.02 AND S8.03 10. REFER TO THE FOUNDATION PLAN FOR COLUMN DESIGNATIONS: FOR COLUMNS THAT DO NOT START AT FOUNDATION LEVEL REFER TO FLOOR PLANS. ` 11. FOR SHEARWALL DETAIL SEE DRAWINGS S6.01 THRU S6.05. 12. TEMP. AND CRACK CONTROL REINF. #3 ®12" X 6' -0" LONG TOP STAGGER ENDS 1' -0" (TYP. ® ALL SOFFIT BEAMS.) 13. TOP SLAB REINF. #3012" X 6' -0" LONG. M F 15.5 >6, sF' \\ 3SB4254A \ s� 6 "THK. CONC.SLA W/ #4 ®10"0. C. \ \ TOP & BOT. EA.WAY I m S G E. \ \ss ss�\ EARWALL AT \ 4 I STAIR - C2 Q pG• �s ms`s'- N 3CB -7 3CB -7 CB -7 3CB -7 B 9 - 6 "THK. CONC.SLAB N 3CB -20 W / #4 10" O.C. i TOP BOT. �Y ST-C2 3SB -253A S .19 3 - 1 SB -253B KA 6 THK. CONC.SLAB W/ 4 ®10 "O.C. TOP BOT. EA. Y 11 STAGG . S5.18 P4110AF .5 1 -1 17.9 i �•1 N m O `L � GG o, `� FF r EE 0' O ti DD � BB A BLDG. C THIRD FLOOR FRAMING PLAN SCALE: 1/16 " =1' -0° AA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A„ I � o w E CIO H G F nxc=crm • mia IffitING PLANNING • INTERIOR DffiIGN 33143 (305) 666 -5474 E FAX (305) 666 -4994 A.A.C. 000404 18.1 EUGENIO M. SANTIAGO, P.E. EGISTERED ENGINEER (CIVIL /STRUCT. FL. REG. NO. 19673 too's, � V ISSUE Q: E -O C REVISION DATE PRICING DOC. - O Z -F_ _w _ O B � CADD FILE NAME CS303 -RT DRAWING TITLE BLDG C 3rd FL FR PLAN SHEET NUMBER A C -53.03 OF © xx DN DN- �o OI�� al® F 10 8 o_ 55.036 55.036 55.036 J M N N rn °' 3" E ESS NI I mll mll E �I I °'I I N °I m / MI I m SIL 123 P.S.F. I m N� MI o ao I I Q, o m I �II mll MI I I m MI I SEE NOTE V No.� I OTE No.6 II m LJ 0 Cori co - u ui mII Z ® m SHEARWALL AT U) w STAIR - B4 to °) E ESS III 1. �' o Cn C z �_g 3BB -1 31313- 17 3BB -18 -� 3BB -16 -16 3BB -16 -07 38B 6- 30' -0" 3BB -16 30' -0" 27' -2" io B a o np rQ CENTERED 24" DOUBLE I I I J `� JOISTS. SUP -IMP. LOADS `S 125 P 1 SS�� 24 "P.C. JTS. 4'-8"O.C. S5.03B 3CB -13 3SB -228DB 3SB -228C CB 1 - - I - - ml I - ml I �\, �. I . . 7 M M I I NI I I 5.9 - s5. _ � I m m 3s -22 I I "' I IM 3SB -228A 4- P.C. JOIST N N 4- 1 III m ®5' -6" O.C. (MAX) m m M1 I � I M N 3CB -2 I I I SEE N0.6 Ci C' SEE NOTE No.12 I V) Im I I / \ / 3CB -1 \ LJ La 17.3 rn I N � I m l l N I I I ," EXP. JT. I m, SHEARWALL AT I I n 3CB -1 / STAIR - C1 �, m M I n IM �, STAIR WALL N I / � `i `i I ELOW. or E 1 m N m N 0 Im SEE NOT o.13 �_ z m MI I m I I I r 3C 1 309�� I MI LJ 18.6 CB -3 3CB -3 3CB -3 3CB -3 3CB -5 3C8-4 3CB -6 3CB -6 3CB, X08,1 1 3SB -229A 3 55.10 5 SS S5.18 8 - % 110' -9" 91' -6" 55.18 01 ZO -6" 1' 35' -7" 36' -9" 37' -0" 37' -0" 30' -0" ' -6" 30' -0" 30'-0" 202' -3" R) (S)(S.1 T U v W X ) ( X•1 vo s 17 [E ■ 1. 3RD. FLOOR SYSTEM CONSISTS OF A 4 1/2" MIN. CONC. SLAB REINF. M I \U ji \� \�'� %J ji I W/ #3@12 O.C. E.W. CENTERED. NATIONAL CITY CEN'T'ER PRECAST PRESTRESSED JOIST SHALL BE 16" DEEP EXCEPT P.O. BOX 7033 AS NOTED; SPACING OF JOIST AS NOTED ON PLANS. INDIANAPOLIS, IN 46207 2. SUPER IMPOSED LOADS (SIL) 103 PSF EXCEPT AS NOTED. (317) 636 -1600 3. FIRE RATING 2 HOURS. 4. TOP OF CONCRETE SLAB ELEVATION +32' -0" EXEPT NOTED. T 5. ELEV.O' -0" = ELEV. 11.00' NVGD. L 6. SHEAR FRICTION REINFORCEMENT TYPICAL AT ALL SOFFIT FRAMING INTO SUPPORTS. 7. CONTRACTOR TO COORDINATE THE LOCATION OF ALL NON BEARING CONCRETE BLOCK WALLS WITH THE ARCHITECTURAL DRAWINGS. THEIR ADDITIONAL LOAD (840 LB /LI. FT.) IS IN ADDITION TO THE SUPERIMPOSED LOADS INDICATED IN THE GENERAL STRUCTURAL NOTES (SEE DRAWING S -6.01) PROVIDE DOUBLE PRECAST CONC JOISTS UNDER NON BEARING HE COM SAS COMPANY Y 1111 Lincoln Road Mall Suite 510 Miami Beach, FL 33139 (305) 532-0433 BLOCK WALLS WHERE WALLS RUN PARALLEL TO JOISTS DIRECTION. K PROVIDE 2 #5 BARS CONT. BOTTOM WHERE WALLS RUN PERPENDICULAR TO JOISTS DIRECTION. 8. FOR BEAMS SCHEDULE SEE DRAWING S9.02 THRU S9.07 9. FOR COLUMN SCHEDULE SEE DRAWING S8.02 AND S8.03 10. REFER TO THE FOUNDATION PLAN FOR COLUMN DESIGNATIONS: FOR COLUMNS THAT DO NOT START AT FOUNDATION LEVEL REFER TO FLOOR PLANS. ` 11. FOR SHEARWALL DETAIL SEE DRAWINGS S6.01 THRU S6.05. 12. TEMP. AND CRACK CONTROL REINF. #3 ®12" X 6' -0" LONG TOP STAGGER ENDS 1' -0" (TYP. ® ALL SOFFIT BEAMS.) 13. TOP SLAB REINF. #3012" X 6' -0" LONG. M F 15.5 >6, sF' \\ 3SB4254A \ s� 6 "THK. CONC.SLA W/ #4 ®10"0. C. \ \ TOP & BOT. EA.WAY I m S G E. \ \ss ss�\ EARWALL AT \ 4 I STAIR - C2 Q pG• �s ms`s'- N 3CB -7 3CB -7 CB -7 3CB -7 B 9 - 6 "THK. CONC.SLAB N 3CB -20 W / #4 10" O.C. i TOP BOT. �Y ST-C2 3SB -253A S .19 3 - 1 SB -253B KA 6 THK. CONC.SLAB W/ 4 ®10 "O.C. TOP BOT. EA. Y 11 STAGG . S5.18 P4110AF .5 1 -1 17.9 i �•1 N m O `L � GG o, `� FF r EE 0' O ti DD � BB A BLDG. C THIRD FLOOR FRAMING PLAN SCALE: 1/16 " =1' -0° AA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A„ I � o w E CIO H G F nxc=crm • mia IffitING PLANNING • INTERIOR DffiIGN 33143 (305) 666 -5474 E FAX (305) 666 -4994 A.A.C. 000404 18.1 EUGENIO M. SANTIAGO, P.E. EGISTERED ENGINEER (CIVIL /STRUCT. FL. REG. NO. 19673 too's, � V ISSUE Q: E -O C REVISION DATE PRICING DOC. - O Z -F_ _w _ O B � CADD FILE NAME CS303 -RT DRAWING TITLE BLDG C 3rd FL FR PLAN SHEET NUMBER A C -53.03 OF