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08-1272-041a METAL DECKING A SEE PLAN FOR C) SIZE AND GAGE. o � t NOTE: ow q FIELD WELD L2X2X74 EACH STEEL JOISTS SEE L 2 "X 2 "X J" BOTTOM FLANGE SIDE AT ALL CONCENTRATED LOADS OCCURRING AT PLAN FOR SIZES BRACE. WELDED TO JOIST AND MORE THAN 3" (A >3 ") WIDE FLANGE. FROM PANEL POINT TYPICAL AT EACH JOIST (STAGGERED). TYPICAL JOIST STRUT DETAIL (TYP.) STEEL SEAM — -- --- SEE PLAN, K'D'N TYPICAL DETAIL TYPICAL JOIST BRACING DETAIL S -9 SCALE N.T.S S_g SCALE N.T.S 3/16- �TYP. OPNG. SIZE VARIES 1/2" MAX. CL. (TYP.) TYP.- /1 L 5 "x5 "xj "x0' -6" (TYP.) CL' OF JOIST. 5' -0" MAX. (SEE PLAN) TYPICAL OPENING DETAIL AT ROOF A —A SECTION H TYPICAL DETAIL S_g SCALE N.T.S TYP.�— Yl6 CONT. CONC. TIE BEAM NOTE: ' REFER TO ARCHITECTURAL / MECHANICAL DRAWINGS FOR EXACT SIZE AND LOCATION OF OPENINGS. TYPICAL ❑PENING DETAIL AT ROOF G� TYPICAL DETAIL S -g j SCALE N.T,S J" CAP PLATED WELDED ALL AROUND J" SINGLE PLATE SHEAR TYP CONNECTION WITH (4) A325 BOLTS IN BEARING TYPE " CONNECTION. W14 LW14 HSS 4x4 K S -9 COLUMN --BEAM CONNECTION DETAIL SCALE 1 " =V -0" STEEL JOIST (REF. FRMG. PUN) a - i "X6 "X0' -8" BEARING PLATE W/ (2) Y2" OXO' -5" HD. STUDS. B TYPICAL JOIST BEARING DETAIL S -9 SCALE N.T.S NOTE: STEEL JOISTS AND DECK NOT SHOWN FOR CLARITY. VI B RATI ISOLAT( do CUR Vt- TE © 6" ( P.T. W NAILER 12 TE SCREW o. c. T1 L4 "x4 "x 1 /4" xi OP ING I x I- � O x I JI IAX I J o --a � w I i I i J w w I- Lu cn ------- • (n _ _ _ L4 "x4 "x 1 /4" NOTE: ' REFER TO ARCHITECTURAL / MECHANICAL DRAWINGS FOR EXACT SIZE AND LOCATION OF OPENINGS. TYPICAL ❑PENING DETAIL AT ROOF G� TYPICAL DETAIL S -g j SCALE N.T,S J" CAP PLATED WELDED ALL AROUND J" SINGLE PLATE SHEAR TYP CONNECTION WITH (4) A325 BOLTS IN BEARING TYPE " CONNECTION. W14 LW14 HSS 4x4 K S -9 COLUMN --BEAM CONNECTION DETAIL SCALE 1 " =V -0" STEEL JOIST (REF. FRMG. PUN) a - i "X6 "X0' -8" BEARING PLATE W/ (2) Y2" OXO' -5" HD. STUDS. B TYPICAL JOIST BEARING DETAIL S -9 SCALE N.T.S NOTE: STEEL JOISTS AND DECK NOT SHOWN FOR CLARITY. VI B RATI ISOLAT( do CUR Vt- TE © 6" ( P.T. W NAILER 12 TE SCREW o. c. T1 F C UNIT (ROOFTOP) INSTALLATION DETAIL s -w N.T.S. J" CAP PLATED - L WELDED ALL S -9 AROUND W14 rlf nj� In rD to r=1� 2" , ��--( TYP. r—W14 1001 1 (4) J" H325 BOLTS IN HORIZONTAL SHORT SLOTTED HOLES. HSS 4x4 COLUMN -BEAM CONNECTION DETAIL SCALE 1 "=V-0" PUDDLE WELD 9,110 W/ WELDING WASHER 5 PER 3' -0" SHEET AT EACH SUPPORT STEEL E SUPPORTS OR JOIE FRAMIN( #10 TEK SCREWS ® V -6" O.C. ON #10 EACH SIDE LAP" SCREV SCREV 0•• V {i ♦ V V • V 000• • • • • r Y • 0 • • Y Y V • • v 008 000 f 4 V 0000 • V G • • • f • • U • V • • • r V ' V V • • • V V • • owe •iu V t,• 4 • • V 0 V• V• 0 v• r v• •• v CG • • i • • V • V ••rf • •V••• • •00 • 0000 • _........_�.. ..��.,_ DECK PUDDLE WELD. TYP. 3 SPAN DECK TYPICAL DECK ATTACHMENT DETAIL �_gSCALE N.T.S 3/4 "GALVANIZED TIE DOWN STRAP 18 Go. (TYP OF 2) CANT STRIP. 3EE ARCH DWG 3UILT —UP ROOF. 3EE ARCH DWG _WIC NSULATION v1ETAL DECK FEEL JOIST HGRILUIV Ir1L ANGLE BRIDGING (REF. PLAN FOR SIZE do LOCATION) mi e-.Trri JOIST PLAN) SPLICE DETAIL TYPICAL HORIZONTAL BRIDGING SPLICE DETAIL SCALE N.T.S STL. JOIST SEE PLAN TYP. 3/ 6 L5X5XJXO' -6" TYP" "X 6 Y2 L 5 "x5 "xj "x0' -6" (TYP.) y4• TYP 3X16 ANGLE FRAMES W L4X4XY4 UNLESS W NOTED v OTHERWISE rr NOTE: USE THIS DETAIL FOR ><7A R rr ANY OPENING LARGER THAN ANY IF FRAME DOES z 12" IN ANY DIRECTION OR NOT FALL ON JOIST PANEL cn EQUIPMENT WEIGHING IN POINT (SEE SUPPLEMENTAL o of EXCESS OF 50 POUNDS. BRACING DETAIL) U w r ISOMETRIC V) E ('j J 0 ROOF OPENING CITY OFsa, S -9 SCALE N.T.S BUILDING DEPT STFZUCfil1RA r SECTI,o U DdL.ewlsAmhltecture+Design AR0017357 ID0004536 cl www.dbial.us 120 NE 27 ST. # 500 /MIAMI, FL 33137 T305.572.1220 / Fx 305.572.9161 Alm FREDYTAIN, *.t✓:rS,l, LIC:,NO.61011 SEAL / SIGNATURE j3. rail *0 ZAKF;T7;7 f�4SPRE '0 SOMI CAFE PROJECT * 0804 5800 SW 73 RD ST SOUTH MIAMI, FL 33143 LESSEE: WILLY QUINTANA 301 COLLINS AVE, SUITE 2707 MAIMI BEACH, FL 33141 F.305.867.7073 STRUCTURAL ENGINEER: TAIN - RAMIREZ, INC C.A. # 27157 2000 N.W. 89 PL. MIAMI, FL P: 305 639 9800 ftain@tain-rami'rez.com MECH, ELEC, PLUMB, FIRE rROTECT. ENG: L.TRIANA i, ASSOCIATES, INC CONSULTING ENGINEERS C.A. 26644 9701S.W. 56th St. MIAMI FL 33165 CIVIL ENGINEER: LANDSCAPE ARCHITECT: ILLUSION LANDSCAPE & DESIGN MIAMI, FL LESSOR: ROGER D. SHAY & W. GRACE D 13635 DEERING BAY RD, PH 293 CORAL GABLES, FL 33158 -2812 REVISIONS DATE ISSUEDATE OCT /31/200?} DWN MG APPRV FT Drawing: Scale SHOWN Phase: PERMIT - CONSTRUCTION Sheet Number: 1 ;T S-9 1 APPIOVID I3Y. • • F C UNIT (ROOFTOP) INSTALLATION DETAIL s -w N.T.S. J" CAP PLATED - L WELDED ALL S -9 AROUND W14 rlf nj� In rD to r=1� 2" , ��--( TYP. r—W14 1001 1 (4) J" H325 BOLTS IN HORIZONTAL SHORT SLOTTED HOLES. HSS 4x4 COLUMN -BEAM CONNECTION DETAIL SCALE 1 "=V-0" PUDDLE WELD 9,110 W/ WELDING WASHER 5 PER 3' -0" SHEET AT EACH SUPPORT STEEL E SUPPORTS OR JOIE FRAMIN( #10 TEK SCREWS ® V -6" O.C. ON #10 EACH SIDE LAP" SCREV SCREV 0•• V {i ♦ V V • V 000• • • • • r Y • 0 • • Y Y V • • v 008 000 f 4 V 0000 • V G • • • f • • U • V • • • r V ' V V • • • V V • • owe •iu V t,• 4 • • V 0 V• V• 0 v• r v• •• v CG • • i • • V • V ••rf • •V••• • •00 • 0000 • _........_�.. ..��.,_ DECK PUDDLE WELD. TYP. 3 SPAN DECK TYPICAL DECK ATTACHMENT DETAIL �_gSCALE N.T.S 3/4 "GALVANIZED TIE DOWN STRAP 18 Go. (TYP OF 2) CANT STRIP. 3EE ARCH DWG 3UILT —UP ROOF. 3EE ARCH DWG _WIC NSULATION v1ETAL DECK FEEL JOIST HGRILUIV Ir1L ANGLE BRIDGING (REF. PLAN FOR SIZE do LOCATION) mi e-.Trri JOIST PLAN) SPLICE DETAIL TYPICAL HORIZONTAL BRIDGING SPLICE DETAIL SCALE N.T.S STL. JOIST SEE PLAN TYP. 3/ 6 L5X5XJXO' -6" TYP" "X 6 Y2 L 5 "x5 "xj "x0' -6" (TYP.) y4• TYP 3X16 ANGLE FRAMES W L4X4XY4 UNLESS W NOTED v OTHERWISE rr NOTE: USE THIS DETAIL FOR ><7A R rr ANY OPENING LARGER THAN ANY IF FRAME DOES z 12" IN ANY DIRECTION OR NOT FALL ON JOIST PANEL cn EQUIPMENT WEIGHING IN POINT (SEE SUPPLEMENTAL o of EXCESS OF 50 POUNDS. BRACING DETAIL) U w r ISOMETRIC V) E ('j J 0 ROOF OPENING CITY OFsa, S -9 SCALE N.T.S BUILDING DEPT STFZUCfil1RA r SECTI,o U DdL.ewlsAmhltecture+Design AR0017357 ID0004536 cl www.dbial.us 120 NE 27 ST. # 500 /MIAMI, FL 33137 T305.572.1220 / Fx 305.572.9161 Alm FREDYTAIN, *.t✓:rS,l, LIC:,NO.61011 SEAL / SIGNATURE j3. rail *0 ZAKF;T7;7 f�4SPRE '0 SOMI CAFE PROJECT * 0804 5800 SW 73 RD ST SOUTH MIAMI, FL 33143 LESSEE: WILLY QUINTANA 301 COLLINS AVE, SUITE 2707 MAIMI BEACH, FL 33141 F.305.867.7073 STRUCTURAL ENGINEER: TAIN - RAMIREZ, INC C.A. # 27157 2000 N.W. 89 PL. MIAMI, FL P: 305 639 9800 ftain@tain-rami'rez.com MECH, ELEC, PLUMB, FIRE rROTECT. ENG: L.TRIANA i, ASSOCIATES, INC CONSULTING ENGINEERS C.A. 26644 9701S.W. 56th St. MIAMI FL 33165 CIVIL ENGINEER: LANDSCAPE ARCHITECT: ILLUSION LANDSCAPE & DESIGN MIAMI, FL LESSOR: ROGER D. SHAY & W. GRACE D 13635 DEERING BAY RD, PH 293 CORAL GABLES, FL 33158 -2812 REVISIONS DATE ISSUEDATE OCT /31/200?} DWN MG APPRV FT Drawing: Scale SHOWN Phase: PERMIT - CONSTRUCTION Sheet Number: 1 ;T S-9 1 APPIOVID I3Y.