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10-338-016NOTES 1" FOR GENERAL NOTES, REFER TO SHEET S -I. 2" FOR TYPICAL DETAILS, REFER TO SHEET S -1_1. 3. CENTERLINE OF COLUMNS AND /OR WALL SHALL COINCIDE WITH THE CENTERLINE OF BEAMS AND /OR F OUNDATION5 BELOW, 4. CENTERLINE OF BEARING WALL OR COLUMN BELOW 15 CENTER LINE OF WALL OR COLUMN THIS LEVEL UNLESS OTHERWISE NOTED" 5. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS_ �. FOR EXACT LOCATION OF ANY OPENING AND /OR EQUIPMENT, COORDINATE WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS" 7" FOR NON LOAD BEARING MASONRY WALLS AND /OR PARTITIONS, REFER TO ARCHITECTURAL DRAWINGS. FLOOR /ROOF SYSTEM CONSIST OF A 5 /a" CF-)X PLYWOOp SHEATHINC:s NAILED W100)d RING SHANK NAILS AT 6" O /C, (4" AT PERIMETER) OVER PRE - ENGINEERED WOOD TRU55E5 OR ROOF JOISTS. S. SUPERIMPOSED ROOF LOADS: LIVE LOAD=------------ - - - -30 PSF DEAD LOAD:------------ - - - -20 PSF 10, TRUSS GIRDER TO ACT AS A DF:AC-c STRUT WITH A MINIMUM HORIZONTAL FORCE: OF 1500 #. E oh fP,-,00f FLAN TRU55 4NCNOR 5CHEPULE MARK TYPE: QUANTIT NOA No" ANCHORS ® JUS210 -2 I 01-04113,01 (a)1&6 'a LEDGER d° d d (&)I&cl w JOIST ® NVFHE2F3 I - (2) 3 /a "N POWERS WEF-)GE BOLT INTO CONCRETE 4 4 . (3) 3/4''4, THRU BOLTS 5) TRUSS © JU520 1 01- 0214.20 ((5)IOd LEDCxE:R (4)I0d a TRUSS HVSTA -1& 1 04- 0510 "03 (9)10dxl Y" '@ STRAP CG )10dx I /2" a SEAT ® NV358 1 04- 0510 "03 (10)I0dxl y" STRAP (G )10&x 1 y2" SEAT NVRT I O&- 032e,.11 (1)Irod RAFTER (7)Ieod WD BM NEW GONG, TIE BEAM — SEE PLAN 4 SCHEDULE CONTRACTOR TO CHIP OUT FACE OF BLOCK AND EX15T TIE BEAM AS REQ'D TO INSTALL NEW WALL REINS. %" CDX PLYWOOD SHEATHING W /10d SHANK RING NAILS o) 6" O.C" (4" a PERIMETER) NEW 2 "x8" — WOOD JOIST EXISTING CONG TIE BEAM EXISTING MA5CNKY WALL TO BE REMOVED DOWEL SETT 6" INTO EXISTING TB USING HILTI RE500 EPDXY, LEDGER TYPE "A" oPNG W /5 /a "� NU5 -N SCREW ANCHOR X12 "O /G TSB STAGGERED MIN EMB 4. S CT f CN SCALE. 1/2''=1'-0'' S -3 EL. +II' -10" Y Top of TIE BEAM NEW GONG. TIE BEAM —' SEE PLAN i SCHEDULE LEDGER TYPE "B" LEDGER SECTION SCALE: 1/2" =1' -O" S -3 2 "x4" PT BLOCKING BETWEEN TRU55E5 W /(2)% "� TAPGONS HURRICANE Va CDX PLYWOOD 51-1EATHING STRAP W /loci SHANK RING NAILS ,,'D 6" SEE PLAN O.G. (4" a PERIMETER) EL. +10' -10" TOP OF ROOF 2 "x8.. BLOCKING RB -Z� T5 -1 HURRICANE STRAP SEE PLAN NOTE: R001= JOIST NOT 4 #5 -Z BARS SHOWN FOR CLARITY PL 8 "x8 "A't W /(4 )5 /8 "�Xxo "LCD WELDED NE:ApEp STUDS DETA ,ALE- 3/411=11-011 / � EXISTING ROOF �1�oU ERRAP EXISTING NG ROOF JOIST W/2 LAYERS OF 030 Ib FELT PAPER PL 12 "xla °xcoNT OVER ° v 4 RB - ° BEAM EL +8' -4" TOP OF SEAM COL C:B iY (-)F- SOU TH MIAMI 61..1111_DdiJG DEPT. l"Sq'U aT"URAL. SECTION PL 12 "xYa "xCONT OVER OPNC -s W /5 /a "� F -IUS -H SCREW ANCHOR X12 "O /C T4E3 STAGGERED MIN EMB 4, I I oil ]I-oil 11-011 NEW OPENING, TYPE "G.. PRE - ENGINEERED ROOF TRUSSES v 24' O /C, FLATS DETAIL SCALE: 3/4''=V-011 P M M EN,GINEE�RS STRUCTURAL EtC�IRINGf 7168 SW 47.�Ta�S ITS "6, =,4 M(AMI, FL 33155 PH: (305),661 - .991\8_ r,C'A-�135 '-;� -' FX (305y675 -2 X50 1� C PAUL A,MAIil, t ' FLORID A'Ro:42 50 RDC PMMCE 6,9069 aj TOP OF 29 • Carciine Pickinsl,cn Lisa Mishurda' residential design consultants t 305.443.2283 ' c 305.951.1452 ' e didcineoncarolin4bdleouth.net t 305.885.2180 c 305.793.9882 ! e Iisa.miahurdcOymcll.com State of Florida Architect of Reoord, Malcolm Berg AIA ! IScenae No. AR94424 340 Minorca Avenue, suite 7 Coral Gables Florida 33134 305 -444 - 0990 !, Seal I (� L Q [CQ �l II n � I EoA, Inc. 340 Minorca Avenue, suite 7 Coral Gables Florida 33134 305 - 444 -0990 C EaA, Inc. 2008 I i It UNpER U.S. COPYRIGHT LAWS, THESE pOG- UMENTS ARE PROTECTED AGAINST UNAUTHOR- IZED REf'RODUGTION AND USE. THESE DOC- UMENTS CANNOT BE REPRODUCED, SOLD OR ASSiGNEp To A THIRp PARTY WITHOUT PRIOR WRITTEN PER1*1I6SION I=RON LISA MISHU OR CAROLINE PIGKINSON, AIA. I I REVISIONS No. Description !� Date i ! I i i, �H I i 5981 SW 81 STREET MIAMI, FL 33143 I tltLE: ' �OO� ��AMIN�� ALAN I I, Scala: AS NOTED , Prawn a3. I By: Y. SOSA I, Chleckad 13y: P.M. Approved By: Project No: Date: 09/12/09 DWCx No: i d d d .. . n Q. d° d d 4 4 . . ° v 4 RB - ° BEAM EL +8' -4" TOP OF SEAM COL C:B iY (-)F- SOU TH MIAMI 61..1111_DdiJG DEPT. l"Sq'U aT"URAL. SECTION PL 12 "xYa "xCONT OVER OPNC -s W /5 /a "� F -IUS -H SCREW ANCHOR X12 "O /C T4E3 STAGGERED MIN EMB 4, I I oil ]I-oil 11-011 NEW OPENING, TYPE "G.. PRE - ENGINEERED ROOF TRUSSES v 24' O /C, FLATS DETAIL SCALE: 3/4''=V-011 P M M EN,GINEE�RS STRUCTURAL EtC�IRINGf 7168 SW 47.�Ta�S ITS "6, =,4 M(AMI, FL 33155 PH: (305),661 - .991\8_ r,C'A-�135 '-;� -' FX (305y675 -2 X50 1� C PAUL A,MAIil, t ' FLORID A'Ro:42 50 RDC PMMCE 6,9069 aj TOP OF 29 • Carciine Pickinsl,cn Lisa Mishurda' residential design consultants t 305.443.2283 ' c 305.951.1452 ' e didcineoncarolin4bdleouth.net t 305.885.2180 c 305.793.9882 ! e Iisa.miahurdcOymcll.com State of Florida Architect of Reoord, Malcolm Berg AIA ! IScenae No. AR94424 340 Minorca Avenue, suite 7 Coral Gables Florida 33134 305 -444 - 0990 !, Seal I (� L Q [CQ �l II n � I EoA, Inc. 340 Minorca Avenue, suite 7 Coral Gables Florida 33134 305 - 444 -0990 C EaA, Inc. 2008 I i It UNpER U.S. COPYRIGHT LAWS, THESE pOG- UMENTS ARE PROTECTED AGAINST UNAUTHOR- IZED REf'RODUGTION AND USE. THESE DOC- UMENTS CANNOT BE REPRODUCED, SOLD OR ASSiGNEp To A THIRp PARTY WITHOUT PRIOR WRITTEN PER1*1I6SION I=RON LISA MISHU OR CAROLINE PIGKINSON, AIA. I I REVISIONS No. Description !� Date i ! I i i, �H I i 5981 SW 81 STREET MIAMI, FL 33143 I tltLE: ' �OO� ��AMIN�� ALAN I I, Scala: AS NOTED , Prawn a3. I By: Y. SOSA I, Chleckad 13y: P.M. Approved By: Project No: Date: 09/12/09 DWCx No: i RB - ° BEAM EL +8' -4" TOP OF SEAM COL C:B iY (-)F- SOU TH MIAMI 61..1111_DdiJG DEPT. l"Sq'U aT"URAL. SECTION PL 12 "xYa "xCONT OVER OPNC -s W /5 /a "� F -IUS -H SCREW ANCHOR X12 "O /C T4E3 STAGGERED MIN EMB 4, I I oil ]I-oil 11-011 NEW OPENING, TYPE "G.. PRE - ENGINEERED ROOF TRUSSES v 24' O /C, FLATS DETAIL SCALE: 3/4''=V-011 P M M EN,GINEE�RS STRUCTURAL EtC�IRINGf 7168 SW 47.�Ta�S ITS "6, =,4 M(AMI, FL 33155 PH: (305),661 - .991\8_ r,C'A-�135 '-;� -' FX (305y675 -2 X50 1� C PAUL A,MAIil, t ' FLORID A'Ro:42 50 RDC PMMCE 6,9069 aj TOP OF 29 • Carciine Pickinsl,cn Lisa Mishurda' residential design consultants t 305.443.2283 ' c 305.951.1452 ' e didcineoncarolin4bdleouth.net t 305.885.2180 c 305.793.9882 ! e Iisa.miahurdcOymcll.com State of Florida Architect of Reoord, Malcolm Berg AIA ! IScenae No. AR94424 340 Minorca Avenue, suite 7 Coral Gables Florida 33134 305 -444 - 0990 !, Seal I (� L Q [CQ �l II n � I EoA, Inc. 340 Minorca Avenue, suite 7 Coral Gables Florida 33134 305 - 444 -0990 C EaA, Inc. 2008 I i It UNpER U.S. COPYRIGHT LAWS, THESE pOG- UMENTS ARE PROTECTED AGAINST UNAUTHOR- IZED REf'RODUGTION AND USE. THESE DOC- UMENTS CANNOT BE REPRODUCED, SOLD OR ASSiGNEp To A THIRp PARTY WITHOUT PRIOR WRITTEN PER1*1I6SION I=RON LISA MISHU OR CAROLINE PIGKINSON, AIA. I I REVISIONS No. Description !� Date i ! I i i, �H I i 5981 SW 81 STREET MIAMI, FL 33143 I tltLE: ' �OO� ��AMIN�� ALAN I I, Scala: AS NOTED , Prawn a3. I By: Y. SOSA I, Chleckad 13y: P.M. Approved By: Project No: Date: 09/12/09 DWCx No: i