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08-1400-005JOIST SCHEDULE 2ND FLOOR — (S -1) MARK QTY. LENGTH TYPE STRAND PATTERN REL CROWN SHORE LOAD S.I.L. SLAB Vu SPECIAL CONDITION SPECIAL SHEAR STEEL ONE END OTHER END OTHER 11 4 25' -1" 12% 38H —PL 2.75, 4.75, 6.75 3500 1 1 3 PT 1 40 5" 12,3 A A J2 1 24' -10" 38H —PL 2.75, 4.75, 6.75 3500 y� Ui 2 09 40 1 cc) co 12.3 S 13.8 Lf) #3 O 12" FOR 16 "J 20 "J, 24 "J. OR 28 "J i J23 3 33' -1" I 48H -1PT 2.75, 4.75, 6.75, 8.75(5.0) PULL .60 �'4 20 PT 5.0 SHEAR STEEL STD. DETAIL 0 Q 17.2 J4 1 16' -6" TO SUPPORT SLAB REINF. 28H —PL 2.75. 6.75 3500 ib vi 120 2.75. 4.75, 6.75, 8.75(4.75)+ 1 /3 x 20' PULL .60 9.0 S J5 1 16' -9" 28H —PL 2.75, 6.75 36 p J25 2 34' -1" 9.0 A 3'4 J6 3 24' -10 38H —PL 2.75, 4.75, 6.75 11.7 it z 13.2 S J7 1 26' -9" o A J8 6A 25' -1" N A J9 2 26' -6" N S 110 1 26' -6" 38H —PL + 1 /3 2.75, 4.75, 6.75 + 1 #3 x 20' 1 1 > 40 14.3 S 111 2 26' -9" 38H —PL + 1 #3 2.75, 4.75, 6.75 + 1 /3 x 20' 16.1 A J12 2 26' -9" 38H —PL 2.75, 4.75, 6.75 L4O 7.9 A JOIST SCHEDULE ROOF — (S -2) MARK QTY. LENGTH TYPE STRAND PATTERN REL. CROWN SHORE LOAD S.I.L. SLAB Vu SPECIAL CONDITION SPECIAL SHEAR STEEL ONE END OTHER END OTHER J21 2 32' -5" 1 12% 38H -1PT + 1 #3 2.75, 4.75, 6.75(5.0)+ 1 #3 x 20' PULL .60 3500 -V4 1 3 PT 5.0 40 4" 11.7 A A J22 2 24' -9" 38H —PL 2.75, 4.75, 6.75 PULL .60 F Ui 2 09 5.1 1 cc) co #3 O 9" FOR 12 "J 13.8 Lf) #3 O 12" FOR 16 "J 20 "J, 24 "J. OR 28 "J i J23 3 33' -1" I 48H -1PT 2.75, 4.75, 6.75, 8.75(5.0) PULL .60 �'4 20 PT 5.0 SHEAR STEEL STD. DETAIL 0 Q 17.2 Z Pr) LL TO SUPPORT SLAB REINF. `Of J24 2 33' -1" 48H -1PT + 1 #3 2.75. 4.75, 6.75, 8.75(4.75)+ 1 /3 x 20' PULL .60 ;r4 18.5 J25 2 34' -1" 38H -1PT + 1 J3 2.75. 4.75, 6.75(5.0)+ 1 #3 x 20' PULL .60 3'4 11.7 LEGEND O STANDARD © BEVEL END. SEE DETAIL ON BOTTOM NOTCH REQ'D, SEE DETAIL. ® SHEAR FRICTION MO-D., SEE DETAIL. O HANCsER CONNECTION REQ'D, SEE DETAIL OT NO TOP NOTCH REQ'D, SEE DETAIL. UO BUILD UP REQ'D, SEE DETAIL. ® EMBED PLATE OR 'L' REQ'D., SEE DETAIL. OO BLOCK OUT REQ'D, SEE DETAIL. O SPECIAL TOP NOTCH OR STEP REQ'D. SEE DETAIL. OI INSERT REQ'D. SEE DETAIL. ® DROP INS REQ'D. SEE DETAIL © DOVETAIL REQ'D, SEE DETAIL. EE ADDITIONAL STEEL REGI'D, SEE DETAIL. OO BOTT. NOTCH TOP NOTCH REQ'D, SEE DETAIL. ® I" HYDRAULIC CEMENT ONE END. Iv SOUTN MIAMI G T � OF 13UILDING pEPT• STRUCTURAL SECTION APPROVED BY: 1 RATE' DRAWING: SCHEDULES, DErLS., do NOTES PROJECT: SOUTH MIAMI PHARMACY LOCATION: 6050 SOUTH DDOE HIGHWAY SOUTH MUM, FL ARCH.: ORESTES LOPEZ —RECIO ENG.: G do A CONSULTING ENG'S. G.C.: MERRITT CONST. 0 U � � No w 5" 2*, 2" 2' -1" W �o o� N _ „1, #-A Gq 60 W J Q LL -L ?GR. 60 fn LO 5 GR 60 Lr) SHEAR FRICTION CONNECTION DETAIL a� F cc) 1 #3 O 6" FOR 8"J W 1 cc) co #3 O 9" FOR 12 "J Lf) #3 O 12" FOR 16 "J 20 "J, 24 "J. OR 28 "J i Lid LO I V00-w*4 SHEAR STEEL STD. DETAIL 0 Q SHEAR STEEL REINF. IS NOT INTENDED Z Pr) LL TO SUPPORT SLAB REINF. `Of `/ Iv SOUTN MIAMI G T � OF 13UILDING pEPT• STRUCTURAL SECTION APPROVED BY: 1 RATE' DRAWING: SCHEDULES, DErLS., do NOTES PROJECT: SOUTH MIAMI PHARMACY LOCATION: 6050 SOUTH DDOE HIGHWAY SOUTH MUM, FL ARCH.: ORESTES LOPEZ —RECIO ENG.: G do A CONSULTING ENG'S. G.C.: MERRITT CONST. 0 U � � No w W �o o� NO W J Q LL J fn W see W a� oa WALTER E. ALVAREZ P.E. CIV �►Stkuc --yuft ST" OF FLORI TIFI E .1 't ` f IFICAT f6FI "_ AUTHORIZAI ION NUMBER —'00009404 REVISIONS` DRAWN: FSD 11 -3-08 CKD.: APPVD.: ISSUED: FROM STRUCT. DWGS. SHEET DATED: JOB No. 2177 SHEET: SC -1