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11-1120-002r" "'T (ON HEATING SIN _UMN. SECT. ASSMBLY �� EXISTING CONDITION (CURRENT OVERHANG ) ►�tvfvi4_j�m - 2X3 ALUM. TO STEEL 1 TREWS 0712 "C /C HSS4 "X4 "XY2 BM WELDED TO STL PLATE STEEL PLATE 10 "X 10„ Xy4„ W/ 42" DIA, BOLTS HILTI KWIK III ** FILL CELLS (2' -0 ") AROUND PERIMETER A H2.5 SsT OF PROPOSED PLATE CONNECT. W/ 5 -8d TO JOIST -- ---- - - - - -- - AND TO THE GIRDER ORIGINAL j ALLOWABLE UPLIFT = 1200# OVERHANG 2 "X8 "016 "C /C APPROVAL NO: FL #10456.12 EXIST. 3/8" GLASS ! I' I'! !j EXIST. ALUMN. TRACK 4 "X1.75" SEE DETAILS 2/S -2 I I' CONNECTION TO THE ..EAST OF FRAM E Q� SCALE: 3/4 " =1'—O" EXI ST. WOOD I u V BUILT -UP REINF. OF OH � Y O •W Y CONSUL11NO BNOINEERS, INC BEAM MIAMI, FLORIDA 33175 CONNECTION TO EXISTING WALL- -- STL PLATE FE NDO AZCUE P.E. LIC NSE NO: 65521" STRUCTURAL .1��'itlt�lll� SCALE: 3/4 " =1' -0" 2 "X8" WOOD JOIST*16 "C /C I SUPPORT AT WOOD BEAM PROVIDE 2 -2 "X10" CONSULTANTS SCALE: 3/4 " =1' -0" AND CONNECT WITH SIMPSON CONNECT.) ISSUED FOR ' 2' -5" „ PROVIDE 2 -2 X10 A ATTACHED TO EXIST. ATTACHED TO EXIST. :Y4 "CDX PLYWOOD SHEATING PROJECT NAME: �I MR.ANDRES RODRIGUE RESIDENCE SUN R001 3 "X10" W /Y2'DIA. BOLTS NAIL @6 "C /C (EXISTING) I 3"X10" W /Y2 "DIA. BOLTS COMM. NO: 11 -0032 @12" C/C STAGGERED DATE: SEPT 2011 j DRAWN: YD CHECKED: FA DRAWING TITLE: OVERHANG 2 "X8 "@16 "C /C ! SHEET NO: @12" C/C STAGGERED 2' —O" --- - - - - -- - -- 3' -0" 2.5 SST I B ORIGINAL 5,_0» ! ! 3 » " X10 AND TO THE GIRDER j EXIST. HSS ' 3.5"x3.5" I I 2 "X3" ALUMN. SECT. ! I PART OF ASSMBLY T_ —_ I H2.5 SST HSS4 "X4 "XY2 BM OVERHANG REDUCED TWO FEE "X10" I' FROM 0 T. w/ 5 d TO JOIST --- - -(►} - _-- - - -- ij- - --- -- - - -- CONNECT. TO WOOD PROVIDE 2 -2 ATTACHED TO EXIST. E3 SCALE: 3/4"=l'—O" ALLOWABLE UPLIFT =1200# - --------- - - - - -- BEAM W 2 "X2 "STEEL / 3 "X10" W /Y2 "DIA. BOLTS APPROVAL NO: FL #10456.12 j ANGLE (EA.SIDE) BOLT TO I @12" C/C STAGGERED 1' -0" 1' —p„ ! WOOD BEAM W/1/2" BOLT 1'_O» 1' -0" 1' -0" 1' -0" 1' —O" ' !Ij ORIGINAL 3"X10" � AND CONNECT.TO STL TUBE ! TZ EXIST. HSS I W /A -3/8 "BOLT 3.5 "X3.5" EXIST. WOOD JO ST FRAME TO NEW BUILT UP CONNECT. EXIST. TOP EXIST. ALUMN. PROVIDE 2 -2 "X10" ! j REFER TO DETAIL H /S -1 IN TRACK TO EACJ JOIST -0„ 3/4 TRACK ATTACHED TO EXIST. j PERPEND.W /2 —METAL 4 "X1.75" 3"X10" W /Y2'DIA. BOLTS ! 1/4"—SCREWS TO MIN. SEE DETAILS 2/S -2 ; » C�12 C/C STAGGERED' PROVIDE 2 -2 X10 " EMBED. OF 4.5" ! e I ! ATTACHED TO EXIST. EXIST. ALUMN: EXTRUSION ! I ! 3 "X10" W /Y2 "DIA. BOLTS 4 »x1.75" I ©12" C/C STAGGERED SEE DETAILS 2/S -2 !l II I ! ORIGINAL III I ! 3»X10" EXIST. 3/8" GLASS ! I' I'! !j EXIST. ALUMN. TRACK 4 "X1.75" SEE DETAILS 2/S -2 I I' CONNECTION TO THE ..EAST OF FRAM E Q� SCALE: 3/4 " =1'—O" NN EXIST. ROOF RAMING PLAN /OH (EXIST. COND. SCALE: 3/4 " =1' -0" STRUCTURAL NOTES: 1. TOR OF SLAB ELEVATION =AS SHOWN 2. ALL STRUCTURAL ELEMENTS HAVE BEEN INSPECTED PRIOR TO SUBMITTING FOR PERMITTING 3. WE HAVE VERIFIED THAT ALL THE ELEMENTS WILL MEET AND EXCEED THE REQUIREMENTS ti• • • U • uc�•• • Y ••G •i • • •ri G Yr•• • • 2 "X3" ALUMN. SECT. PART OF ASSMBLY 2 -2 "X10" CONNECT TO STL CONNECT IT PLATE W/ #12 SD TO EXIST 3X10 SCREW @6 C/C 2' -0„ r 3 "X12 "LONG STL PLATE ALONG HSS BEAM yz AND WELDED IT. 4 "XY2 BM CONNECT.TO WOOD (:SEAM W/ 2 "X2 "STEEL ANGLE (EA.SIDE) BOLT TO WOOD BEAM W/1 /2" BOLT AND CONNECT.TO STL TUBE W /A -3/8 "BOLT CONNECT. DETAIL SCALE: 3/4 " =1' -0" N EXIST. ROOF RAMING PLAN OH PROPOSED COND. SCALE: 3/4 " =1' -0" 2 "X10„ FASCIA Y4 "SHEATING__\ REFER TO DETAIL E /S -2---, �--- -- -HSS 4 "X4 "XY2" DHSS 4 "X4 "XY2 "HSS 4 "X4 "XY2 --2 "X3 "ALUM. FRAME 2"X3 "ALUM. FRAME CONNECT TO HSS CONNECT TO We W/ #12 SD SCREW W/ #12 SD SI ORIGINAL l2 "C /C ©12 "C /C 3„X10„ EXIST. HSS 3.5 "X3.5" S E C T I O N EXIST. CMU BLOCK U�EE3IING DrC " ~�. STRUCTURAL- a T30i`? EXI ST. WOOD I u V BUILT -UP REINF. OF OH � Y O •W Y CONSUL11NO BNOINEERS, INC BEAM MIAMI, FLORIDA 33175 PHONE: 786 -351 3663 FE NDO AZCUE P.E. LIC NSE NO: 65521" STRUCTURAL .1��'itlt�lll� SCALE: 3/4 " =1' -0" 2 "X8" WOOD JOIST*16 "C /C SUPPORT AT WOOD BEAM irl11�.1�1��, CONSULTANTS AND CONNECT WITH SIMPSON CONNECT.) ISSUED FOR „ PROVIDE 2 -2 X10 A ATTACHED TO EXIST. :Y4 "CDX PLYWOOD SHEATING PROJECT NAME: �I MR.ANDRES RODRIGUE RESIDENCE SUN R001 3 "X10" W /Y2'DIA. BOLTS NAIL @6 "C /C (EXISTING) I ORIGINAL COMM. NO: 11 -0032 @12" C/C STAGGERED DATE: SEPT 2011 j DRAWN: YD CHECKED: FA DRAWING TITLE: OVERHANG 2 "X8 "@16 "C /C SECTION/DETAILS SHEET NO: S -1 of 3 --- - - - - -- - -- 2.5 SST CONNECT. W/ 5 -8d TO JOIST AND TO THE GIRDER ALLOWABLE UPLIFT =1200# T_ —_ APPROVAL N0: FL #10456.12 "X10" __ _ - ---_ I- - - --(— r-- --- - -(►} - _-- - - -- ij- - --- -- - - -- PROVIDE 2 -2 ATTACHED TO EXIST. - --------- - - - - -- 3 "X10" W /Y2 "DIA. BOLTS I @12" C/C STAGGERED 1' -0" 1' —p„ 1,-0» 1,_p» 1'_O» 1' -0" 1' -0" 1' -0" 1' —O" ' !Ij ORIGINAL 3"X10" ! EXIST. HSS ! 3.5 "X3.5" EXIST. WOOD JO ST FRAME TO NEW BUILT UP B1M DSCALE: »_1, -0„ 3/4 NN EXIST. ROOF RAMING PLAN /OH (EXIST. COND. SCALE: 3/4 " =1' -0" STRUCTURAL NOTES: 1. TOR OF SLAB ELEVATION =AS SHOWN 2. ALL STRUCTURAL ELEMENTS HAVE BEEN INSPECTED PRIOR TO SUBMITTING FOR PERMITTING 3. WE HAVE VERIFIED THAT ALL THE ELEMENTS WILL MEET AND EXCEED THE REQUIREMENTS ti• • • U • uc�•• • Y ••G •i • • •ri G Yr•• • • 2 "X3" ALUMN. SECT. PART OF ASSMBLY 2 -2 "X10" CONNECT TO STL CONNECT IT PLATE W/ #12 SD TO EXIST 3X10 SCREW @6 C/C 2' -0„ r 3 "X12 "LONG STL PLATE ALONG HSS BEAM yz AND WELDED IT. 4 "XY2 BM CONNECT.TO WOOD (:SEAM W/ 2 "X2 "STEEL ANGLE (EA.SIDE) BOLT TO WOOD BEAM W/1 /2" BOLT AND CONNECT.TO STL TUBE W /A -3/8 "BOLT CONNECT. DETAIL SCALE: 3/4 " =1' -0" N EXIST. ROOF RAMING PLAN OH PROPOSED COND. SCALE: 3/4 " =1' -0" 2 "X10„ FASCIA Y4 "SHEATING__\ REFER TO DETAIL E /S -2---, �--- -- -HSS 4 "X4 "XY2" DHSS 4 "X4 "XY2 "HSS 4 "X4 "XY2 --2 "X3 "ALUM. FRAME 2"X3 "ALUM. FRAME CONNECT TO HSS CONNECT TO We W/ #12 SD SCREW W/ #12 SD SI ORIGINAL l2 "C /C ©12 "C /C 3„X10„ EXIST. HSS 3.5 "X3.5" S E C T I O N EXIST. CMU BLOCK U�EE3IING DrC " ~�. STRUCTURAL- a T30i`? .I �L �I 1I' r, i I I, I i �S VI III )N TC. • • Y r • • _ I I u V i U Y • u u � � Y O •W Y CONSUL11NO BNOINEERS, INC 4705 S.W. 143RD AVENUE MIAMI, FLORIDA 33175 PHONE: 786 -351 3663 FE NDO AZCUE P.E. LIC NSE NO: 65521" STRUCTURAL .1��'itlt�lll� irl11�.1�1��, CONSULTANTS ISSUED FOR REVISIONS: III PROJECT NAME: �I MR.ANDRES RODRIGUE RESIDENCE SUN R001 STOREFRONT LEGALIZATI,( AS PER CURRENT f III ;. 5811 S.W. 56 TERRACE MIAMI, FLORIDA 33143 Iil COMM. NO: 11 -0032 SCALE: AS NOTED DATE: SEPT 2011 j DRAWN: YD CHECKED: FA DRAWING TITLE: 'I — ROOF FLOOR PLANS 'j SECTION/DETAILS SHEET NO: S -1 of 3 .I �L �I 1I' r, i I I, I i �S VI III )N TC.