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11-705-035A. 11.1 1 11014jam awl Njig I Ill a �Vflxlm 1: I klo -4 WA, Ill, I =W�= x0elpzino AlovmWim CONNECTION CONNECTION SEAM STEEL OVERHANG-TYPICAL 1/2" DETAIL 315-5 DETAIL 3/S-5 ST-1 OR C-5 IN ST-1 Dip DIP SLOPE DOWN CI '? PARAPET 0-, PARAPET 6” MAX u STANDING SEAM METAL POSTING OVER NSULA70M AN ELEV D SIM EPLAYMENT SECURED TO METAL DECK ASP" NO A REFER INTERMEDIATE SEAM -z VW PROVIDE STEEL CIJSTUM SEAT WELDED TO TO ARCMTEC TO PAL DRAWINGS FOR SPECIFIC TV TTE%A NO A, AND TB TYMCALFACCOARAILEADETAXALLAROUND EMBEDDED STEEL PLATE (TYPICAL FOR ALL CURVATURE GEOMETRY EV3ED STEEL PLATE 1 12- STEEL ROOF SYSTEM PROVIDE CIA FIT PREFAB STEEL JOISTS) DESIGN BY PREFABRICATED? STEEL OPEN WEH R JOISTS @ 2W OC MAX, BY B-8 5�'X 31 a'GICINGRETE X 3" LONG, WELDED STEEL S UBFASCM1AMASLER,SErUREC�TOrX3'X3I' DELEGATEDENGYMEER AEFEATO DELEGATED ENGINEER DESIGN, WTN GALVANIZED STEEL DECK ANCHORS, EMBED INTO GOING GOL 6, THCKCCNTNUOS STEEL ANGLE, REACTICINS TABLE FCA UFUFT VALUES TRAINVERSALTOJOIDIS REFER TO ARCHITECTURAL DRAWINGS FOR +12-4"- STAIR WELL STRUCTURAL STEEL WE ENCT50F,pIST5. SE CLAIRE ERA _Y;, TO ANGLE W"IfPGA VANIZEDGARFUGE HEAD BOLTS WITH NUT A WASHER, METAL DECK MIN 22 IS TYPE 8 GALVANIZED STEEL y SOUTH 17 24- 0 C. DROP SECU HBO-TN MIN I I I V MUDDLE YIELDS , M 11 CO B U I L D I N1 G D E RV. --C 5 I.-NNAL-EF .-.111 BY DE. GATED EN . NEEf STRUCTURAL SEECTIC DESIGN NOT SHOWN FOR CLARITY (TYPOAL FOR ALL "Y' IN B-3 PREFABRICATED STEEL K)PSTEI v� Y. SLAB PROVIDE STEEL CUSTU SEAT WELDED TO DIPS GO DD NkH STEEL PLATE MFICALFAOR ALL PREFAB STEELAOTTS) DESIGN BY DELEGATED ENGINE EM REFISMTOREACTIONS STAR R TABLE FOR UPLIFT' VALUES 1A 70 cr a m ORE. X. –mm CAL UM t GLASS ASSEMBLY NOT DRAWN FOR 26 Ir-4' CLARITY SEE ARCHITECTURAL DPAWNGM Tw or cm ............. AMD –go= —DALF-..lAl--TAILA-ANCOR-I +v...,. „...,. ... STEELROOFSYSTEM PROVDEGX4PT SUSFASCA NAILER, SECUPEDT05MXYX3F TB WELDED TO ENDS OFK)ISTS -SECURE 8X4 TO ANGLE WDH e 14` GALVANIZED CARRIAGE HEAD BOLTS WITH NUT 6WASHER­5 r C J j 24-0 Z B-19 —!IIIIIm ................. ? . Y, DESIGN OF PREFABRICATED \l/ ........ ........... .. ........... 1, STAIRS By DELEGATED ENGINEER COMPLY WITH FLORIDA B J I LD 1NG CODE ------ - ------ .......... .................... k1l .... TO V DL- GARAGE Tcr or Cam SLAB !'wr or cost la+s+�i SLOPE [OWN I' • 0411 Mum —0- EL SECTION 1/ 415 SECTION 1/419 z U, C, Xl C, SEAM NOTE- NO OTHER SPLICES PERMITTED ST-1 OR C-5 IN ST-1 0-, ON 6” MAX ELEV D INTERMEDIATE SEAM -z VW 5"X5"X318'WELDED� TO STEEL GOL AND ST-1 EMBEDDED PLATES EV3ED STEEL PLATE 1 12- STEELCOLST-1 5'X STEEL PLATE WITH FOUR 1 12`�/ 5�'X 31 a'GICINGRETE X 3" LONG, WELDED STEEL V FILLED ANCHORS, EMBED INTO GOING GOL DETAIL- INTERMEDIATE BEAMS AT TWO LOCATIONS: ELEV +8-2" AND ELEV +12-4"- STAIR WELL STRUCTURAL STEEL —0- EL SECTION 1/ 415 SECTION 1/419 z U, C, Xl C, 0 ELEV.i5"-6, 11— -AN ------ — 77P, V OLP X L'A'lAPET -,PP,,0VED SY ELEV+IT-10' FROPTE 8 93 CLOSED _LELEV,11'-lCf' TOP OF BEAM TIES MwAx,r SPAICNG SAL PROVIDE 8 03 CLOSEDTIE S PROVIDE 8 93 CLOSED LIP SPACING TIES (L�MAX IZ SPACANG TOPOF BEAM 1117 —TOP fLEV + 1 Z H,DDEN LINE NOII�JTTS ffKCI70VOF2IlDFL ELEV+I', TOP BE eEAA "CLOSEDTIESMI2- E PTEND COULFIN P M A tf-,ELEV T CRAM FOR CLARITY 11 A:I SIMUCETO BARS HERE EXTENDCOLLMN SEAR INTO C'IW LLCO 0TES(TI? TN ROUGIHOUT, 4KC MR DIM HOOP STEEL F INTAW TOP OF BEAM AND SLAB AM IN 0 BRAIN AN D MADE AIN PCKIPSTEEL D`DFL Nou's,-,our, C S A I rT OP 207 2 # rl J�L.5 ILD LVTCED(OLUMR ED WT Dopsna m A 0 2,t E ----------- 2,t5 I ID T-1 TT BEAM B-6 AELEV�lU,21 4- MMAKA 8" X 25' A 296 2' ExTENGTUPaND 6" � 28'. BOTApFBEAM f'c-- 4000 psi EXTENDTOPAND N k C= 14UUO psi 807TOM 'SAM REBA I'LTO COLUMN EXTEND TOP AND INTO COLUMN \1 #3 CUTSED TIES ISTO BOTTOM BEAM RESAR 4 97 BOTT SPLICE BOTTOM EARS ac T-MCIUGIIOU-T. 93 HP OF INTO COLUMN f'c= 30 )01 si BEAM B-4 FLFV S�-O" ERE 18 FIRST TIE MAX e FROM n ROT TIE MAX T FROM F — 6 DE 4 FACE OF SUPPORT 12, x 701, OF REAM ACE OF SUPPORT HILS NE NICCATES CONCRETE (�3 fc-- 4000 psi 4#7T E—RD- -1 FOR CLAF- COLNF- NOT NOTE: ALL CONCRETE FOR U- 3 0 R A UW%Np' F C 9 f'c-- 4000 psi THESE BEAMS AND Nf2 m CLARITY COLUMNS TO BE fc= 4000 f c-- 4000 psi fc-- 4000 psi psi 0 28 DAYS 2#6M L 2#6M 5'-O' MAX ELEV -U-Cr 4 #7 B BEAM B-4 '.EEJ 12" X 70' ELEV-V-6" 4 "\ TYPICAL SECTION 1/4" PROODE CAN TWO HOOPS .7i yip WF-20 BELOW ELEV q °17 S-5J F-9 WF-24 f'c-- 3000 psi F -17 f c-- 3000 psi f'c=3000pai I L L-77 fc--3000psi M A BEAlavml B-4 FFNIAME- ELEVATION 1 4" 0-, ON D -z V _Y;, y SOUTH B U I L D I N1 G D E RV. --C 5 STRUCTURAL SEECTIC C, a. zn v� SLAB X. 0 ELEV.i5"-6, 11— -AN ------ — 77P, V OLP X L'A'lAPET -,PP,,0VED SY ELEV+IT-10' FROPTE 8 93 CLOSED _LELEV,11'-lCf' TOP OF BEAM TIES MwAx,r SPAICNG SAL PROVIDE 8 03 CLOSEDTIE S PROVIDE 8 93 CLOSED LIP SPACING TIES (L�MAX IZ SPACANG TOPOF BEAM 1117 —TOP fLEV + 1 Z H,DDEN LINE NOII�JTTS ffKCI70VOF2IlDFL ELEV+I', TOP BE eEAA "CLOSEDTIESMI2- E PTEND COULFIN P M A tf-,ELEV T CRAM FOR CLARITY 11 A:I SIMUCETO BARS HERE EXTENDCOLLMN SEAR INTO C'IW LLCO 0TES(TI? TN ROUGIHOUT, 4KC MR DIM HOOP STEEL F INTAW TOP OF BEAM AND SLAB AM IN 0 BRAIN AN D MADE AIN PCKIPSTEEL D`DFL Nou's,-,our, C S A I rT OP 207 2 # rl J�L.5 ILD LVTCED(OLUMR ED WT Dopsna m A 0 2,t E ----------- 2,t5 I ID T-1 TT BEAM B-6 AELEV�lU,21 4- MMAKA 8" X 25' A 296 2' ExTENGTUPaND 6" � 28'. BOTApFBEAM f'c-- 4000 psi EXTENDTOPAND N k C= 14UUO psi 807TOM 'SAM REBA I'LTO COLUMN EXTEND TOP AND INTO COLUMN \1 #3 CUTSED TIES ISTO BOTTOM BEAM RESAR 4 97 BOTT SPLICE BOTTOM EARS ac T-MCIUGIIOU-T. 93 HP OF INTO COLUMN f'c= 30 )01 si BEAM B-4 FLFV S�-O" ERE 18 FIRST TIE MAX e FROM n ROT TIE MAX T FROM F — 6 DE 4 FACE OF SUPPORT 12, x 701, OF REAM ACE OF SUPPORT HILS NE NICCATES CONCRETE (�3 fc-- 4000 psi 4#7T E—RD- -1 FOR CLAF- COLNF- NOT NOTE: ALL CONCRETE FOR U- 3 0 R A UW%Np' F C 9 f'c-- 4000 psi THESE BEAMS AND Nf2 m CLARITY COLUMNS TO BE fc= 4000 f c-- 4000 psi fc-- 4000 psi psi 0 28 DAYS 2#6M L 2#6M 5'-O' MAX ELEV -U-Cr 4 #7 B BEAM B-4 '.EEJ 12" X 70' ELEV-V-6" 4 "\ TYPICAL SECTION 1/4" PROODE CAN TWO HOOPS .7i yip WF-20 BELOW ELEV q °17 S-5J F-9 WF-24 f'c-- 3000 psi F -17 f c-- 3000 psi f'c=3000pai I L L-77 fc--3000psi M A BEAlavml B-4 FFNIAME- ELEVATION 1 4"