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10-722-012TIE BEAM SCHEDULE WB -1 4 "x10" SOUTHERN YELLOW PINE 2 3/8" THK. GALV. ANGLE 3 "x7 "x0' -3" W/ (2) 1/2" COVERED TERRACE LIVE LOAD = 30 PSF DEAD LOAD = 20 PSF NET UPLIFTS ROOF ZONE -1 = —44.0 PSF ZONE -2= —62.4 PSF ZONE -3= —79.0 PSF FAI W LL- 0 O w 24- COLUMN SCHEDULE C1 4 "x4 "x5/16" THK. TS C2 3 "x3 "x1/4" THK. TS C3 4 "x4" WOOD POST 0 USE 5/8" C –DX STRUCTURAL I GRADE WITH 10d NAILS AT 4" O.C. AT BOUNDARIES USE 5/8" CDX PLY WITH 10d NAILS 4" O.C. ALL OTHER PLYWOOD EDGES AND AT 6" O.C. THROUGHOUT. PROVIDE AT INTERMEDIATE SUPPORTS 2x4 BLOCKING BETWEEN TRUSS TOP 2' -0" 2' -0" 2' -0" CHORDS FASTENED TO EACH TRUSS WITH (2) 1 O TOE NAILS . . . . . . . . . . . . . . . .. . . .. •::t6" STAGG Roof Plywood Nailing Pattern m2 -2 "X8" W w0 2 "x8" ROOF STS Z O ® 24" O.C. 4 of 7/8" EXT. LATH & NOW- 11� 5 4 PLASTER OVER 1 /2" Z ao THK. EXT. GRADE PLTN SHEATHING ® 2 (E) 2" (E) ROOF EAVE yf�111 -4 4 "x10" WOOD BEAM ( #2 SOUTHERN PINE) AHU #1 NOTE: BOLT NEW 4 "x4" P.T. POST TO EXISTING BLOCK WALL W/ 1/2" DIA. THRU Bedroom BOLTS ® 12" O.C. VERT. #2 (E) ROOF EAVE \rF � °o yGo 'ving Roam "USP" 644 POST CAP\ W /(6) 16d TO POST & (6) 16d TO WD. BEAM (TYP) (2) 4 "X10" BEAM C3 I II � Proposed Ground Floor Plan SCALE: 1/4"= 1'-0" �o `�1 Dinin Ro m r� MENEM I�� C2 OVEN L Kitchen r I (E) ROOF EAVE ry O z C3 F Si ng oom 7Z-USP- 644 POST CAP W /(6) 16d TO POST & (6) 16d TO WD. BEAM (TYP) 3 (2) 3 "x10" FLUSH BEAM ( #2 SOUTHERN PINLLJ 1 "USP" JUS410 HANGER W /(8) 16d TO GIRDER \& (6) 16d TO WD. BEAM aster Bed om rF 00"1\ LEGEND W 8 I w 0 0 ix W EXISTING 8" THK. CONCRETE BLOCK WALL TO REMAIN AS IS. EXISTING 2x4 WOOD STUD WALL TO REMAIN NEW 2x4 WOOD STUD WALL 0 16" O.C. � JOIStHan aer Detail AS N N' NI 1 /2 "x4 "x6 -1 /2 "x0' -3" GALVANIZED ANGLE W/ 3/4" DIA.x5 -1/2" HILTI KWIK 3 EXPANSION BOLT EXIST. 8 "x12" TIE BEAM SCALE: 1"=l'–O" (2) 3 "x10" WOOD BEAM W/ 518" DIA. THRU BOLTS ® 18 O.C. 1 /2 "x4 "x0 -6" GALV. STEEL PLATE W/ (2) 5/8" DIA. THRU BOLTS qk"i I mqr� 5 Beam Hanger Detail A5,1 SCALE: 1-1/2"=I'–O" SCALE: N.T.S. (2) 3 "x10" WOOD BEAM W/ 518" DIA. THRU BOLTS ® 18 O.C. (#2 SOUTHERN PINE) "USP" JUS26 JOIST HANGERS W /(4) 10d's THRU BEAM & (4) 1Od's THRU JOIST (TYP) EXIST. 2x6 CEILING JOISTS 0 16" O.C. 3 Joist Hanger Detail A5 SCALE: 1"=l'–O" TYP 4 "x10" WOOD BEAM 1 /2 "x4 "x6 "x0' -9" W /(2) 3/4" DIA.x5 -1/2" HILTI– KWIK 3 EXP. BOLTS INTO SOLID CONCRETE & (2) 3/4" DIA. THRU BOLTS INTO WD. BEAM 3/8" THK.x 7 "x0' -6" STEEL PLATE 2 Beam Hanger Detail A5 SCALE: 1"=1 –0" 4 "x10" WOOD BEAM 518" DIA. THRU BOLTS 18 O.C. 8" THK.x 9" STEEL DDLE W /(2) 3/4" DIA. RU BOLTS x3 "x1/4" THK. EEL COL. 1 CITY OF SOUTH MIAMI 4 BUILDING DEPT. 4 STRUCTUYAL CTION .'.,PROVED BY: _ -1/2 "x10 "x1/2" THK. STEEL PLA f (2) 5/8" DIA. x 3 -1/2" PANSION BOLTS ISTING 4" THK. CONCRETE AB Steel Post Detail A2 scALE: 1 " =1 -0" IGUILLERMO RAMON GONZALEZ 9000 S.W. 1 68TH AV MIAMI, FL. 33196 (305) 484 -81 71 GUILLERMO R. GONZALEZ FL. REGIST. # ARl 3960 QJQ l�l U) PROJECT NAME ZAS LO W REMODELING 6200 SW 78TH ST SOUTH MIAMI, FLA 33143 # DATE ISSUE 09/12/10 CITY COMMENT SHEET TITLE ENTRY TOWER FRAMING PLAN SECTION AN D D ETAI LS DATE: 06/20/10 DRAWN BY: G.G. CHECKED BY: G.G. Joe No. 03 -0010 SHEET NO. A -5 8' -6" e e. 3 3/8" THK. GALV. ANGLE 3 "x7 "x0' -3" W/ (2) 1/2" DIA. THRU BOLTS (TYP) 3" A 3 3/4" DIA.x 3" LAG 3 C1 BOLT (TYP) " C1 N NEW EAVE C > W WB 1 W N N M M z 2 z AHU #1 NOTE: BOLT NEW 4 "x4" P.T. POST TO EXISTING BLOCK WALL W/ 1/2" DIA. THRU Bedroom BOLTS ® 12" O.C. VERT. #2 (E) ROOF EAVE \rF � °o yGo 'ving Roam "USP" 644 POST CAP\ W /(6) 16d TO POST & (6) 16d TO WD. BEAM (TYP) (2) 4 "X10" BEAM C3 I II � Proposed Ground Floor Plan SCALE: 1/4"= 1'-0" �o `�1 Dinin Ro m r� MENEM I�� C2 OVEN L Kitchen r I (E) ROOF EAVE ry O z C3 F Si ng oom 7Z-USP- 644 POST CAP W /(6) 16d TO POST & (6) 16d TO WD. BEAM (TYP) 3 (2) 3 "x10" FLUSH BEAM ( #2 SOUTHERN PINLLJ 1 "USP" JUS410 HANGER W /(8) 16d TO GIRDER \& (6) 16d TO WD. BEAM aster Bed om rF 00"1\ LEGEND W 8 I w 0 0 ix W EXISTING 8" THK. CONCRETE BLOCK WALL TO REMAIN AS IS. EXISTING 2x4 WOOD STUD WALL TO REMAIN NEW 2x4 WOOD STUD WALL 0 16" O.C. � JOIStHan aer Detail AS N N' NI 1 /2 "x4 "x6 -1 /2 "x0' -3" GALVANIZED ANGLE W/ 3/4" DIA.x5 -1/2" HILTI KWIK 3 EXPANSION BOLT EXIST. 8 "x12" TIE BEAM SCALE: 1"=l'–O" (2) 3 "x10" WOOD BEAM W/ 518" DIA. THRU BOLTS ® 18 O.C. 1 /2 "x4 "x0 -6" GALV. STEEL PLATE W/ (2) 5/8" DIA. THRU BOLTS qk"i I mqr� 5 Beam Hanger Detail A5,1 SCALE: 1-1/2"=I'–O" SCALE: N.T.S. (2) 3 "x10" WOOD BEAM W/ 518" DIA. THRU BOLTS ® 18 O.C. (#2 SOUTHERN PINE) "USP" JUS26 JOIST HANGERS W /(4) 10d's THRU BEAM & (4) 1Od's THRU JOIST (TYP) EXIST. 2x6 CEILING JOISTS 0 16" O.C. 3 Joist Hanger Detail A5 SCALE: 1"=l'–O" TYP 4 "x10" WOOD BEAM 1 /2 "x4 "x6 "x0' -9" W /(2) 3/4" DIA.x5 -1/2" HILTI– KWIK 3 EXP. BOLTS INTO SOLID CONCRETE & (2) 3/4" DIA. THRU BOLTS INTO WD. BEAM 3/8" THK.x 7 "x0' -6" STEEL PLATE 2 Beam Hanger Detail A5 SCALE: 1"=1 –0" 4 "x10" WOOD BEAM 518" DIA. THRU BOLTS 18 O.C. 8" THK.x 9" STEEL DDLE W /(2) 3/4" DIA. RU BOLTS x3 "x1/4" THK. EEL COL. 1 CITY OF SOUTH MIAMI 4 BUILDING DEPT. 4 STRUCTUYAL CTION .'.,PROVED BY: _ -1/2 "x10 "x1/2" THK. STEEL PLA f (2) 5/8" DIA. x 3 -1/2" PANSION BOLTS ISTING 4" THK. CONCRETE AB Steel Post Detail A2 scALE: 1 " =1 -0" IGUILLERMO RAMON GONZALEZ 9000 S.W. 1 68TH AV MIAMI, FL. 33196 (305) 484 -81 71 GUILLERMO R. GONZALEZ FL. REGIST. # ARl 3960 QJQ l�l U) PROJECT NAME ZAS LO W REMODELING 6200 SW 78TH ST SOUTH MIAMI, FLA 33143 # DATE ISSUE 09/12/10 CITY COMMENT SHEET TITLE ENTRY TOWER FRAMING PLAN SECTION AN D D ETAI LS DATE: 06/20/10 DRAWN BY: G.G. CHECKED BY: G.G. Joe No. 03 -0010 SHEET NO. A -5 SCALE: N.T.S. (2) 3 "x10" WOOD BEAM W/ 518" DIA. THRU BOLTS ® 18 O.C. (#2 SOUTHERN PINE) "USP" JUS26 JOIST HANGERS W /(4) 10d's THRU BEAM & (4) 1Od's THRU JOIST (TYP) EXIST. 2x6 CEILING JOISTS 0 16" O.C. 3 Joist Hanger Detail A5 SCALE: 1"=l'–O" TYP 4 "x10" WOOD BEAM 1 /2 "x4 "x6 "x0' -9" W /(2) 3/4" DIA.x5 -1/2" HILTI– KWIK 3 EXP. BOLTS INTO SOLID CONCRETE & (2) 3/4" DIA. THRU BOLTS INTO WD. BEAM 3/8" THK.x 7 "x0' -6" STEEL PLATE 2 Beam Hanger Detail A5 SCALE: 1"=1 –0" 4 "x10" WOOD BEAM 518" DIA. THRU BOLTS 18 O.C. 8" THK.x 9" STEEL DDLE W /(2) 3/4" DIA. RU BOLTS x3 "x1/4" THK. EEL COL. 1 CITY OF SOUTH MIAMI 4 BUILDING DEPT. 4 STRUCTUYAL CTION .'.,PROVED BY: _ -1/2 "x10 "x1/2" THK. STEEL PLA f (2) 5/8" DIA. x 3 -1/2" PANSION BOLTS ISTING 4" THK. CONCRETE AB Steel Post Detail A2 scALE: 1 " =1 -0" IGUILLERMO RAMON GONZALEZ 9000 S.W. 1 68TH AV MIAMI, FL. 33196 (305) 484 -81 71 GUILLERMO R. GONZALEZ FL. REGIST. # ARl 3960 QJQ l�l U) PROJECT NAME ZAS LO W REMODELING 6200 SW 78TH ST SOUTH MIAMI, FLA 33143 # DATE ISSUE 09/12/10 CITY COMMENT SHEET TITLE ENTRY TOWER FRAMING PLAN SECTION AN D D ETAI LS DATE: 06/20/10 DRAWN BY: G.G. CHECKED BY: G.G. Joe No. 03 -0010 SHEET NO. A -5