Laserfiche WebLink
FOUNDATION PLAN NOTES: <br />1. FOR TYPICAL FOUNDATION PLAN DETAILS, SEE DRAWING S3.01 THRU <br />S3.05. <br />2. FOR GENERAL STRUCTURAL NOTES, SEE DRAWING S1.01. <br />3. FOR FOOTING SIZE AND REINFORCING SEE SCHEDULE ON THIS DWG. <br />4. ( ) DENOTES TOP OF FOOTING ELEVATION. <br />5. TOP OF FOOTING: ELEVATION = (2" ABOVE FINISHED GRADE) <br />TYPICAL U.N.O. <br />6. FOR PLAN DIMENSIONS NOT SHOWN, REFER TO ARCHITECTURAL DWG-S. <br />7. COLUMN DESIGNATION SHOWN THUS O ON PLAN. FOR SIZE AND <br />REINFORCING SEE SCHEDULE THIS DRAWING. <br />T/COLUMN <br />ELEVATION <br />C1 COLUMN <br />TYPE <br />Z CARRIED <br />COLUMN <br />ROOF FRAMING NOTES: <br />1. ROOF FRAMING SHALL BE 5/8" (CDX) EXTERIOR GRADE STRUCTURAL <br />PLYWOOD SHEATHING SPANNING OVER CONVENTIONAL FRAMING SPACED <br />AT 2'-0" ON CENTER. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF FINISH. <br />2. DIRECTION OF PLYWOOD SHEATHING SPAN SHOWN THUS -- ON PLAN. <br />3. SEE DRAWING S1.02 FOR WIND DESIGN DATA AND ROOF LOAD SCHEDULE. <br />4. SEE DRAWING S1.01 FOR GENERAL STRUCTURAL NOTES. <br />5. SEE DRAWING S3.01 THRU S3.05 FOR TYPICAL DETAILS. <br />6. UNLESS OTHERWISE NOTED, FASTEN ALL STRUCTURAL METAL ELEMENTS IN <br />ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2004, WITH 2O05 & 2006 REVISIONS. <br />7. FOR ROOF RAFTER TO WOOD BEAM CONNECTIONS USE SIMPSON CONNECTOR AS SHOWN <br />IN SECTIONS AND INSTALL PER MANUFACTURERS SPECIFICATION. <br />8. COLUMN DESIGNATIONS SHOWN THUS O ON PLAN. FOR COLUMN <br />SCHEDULE, SEE THIS DRAWING. <br />// <br />9. /DENOTES COLUMN STOP AT THIS LEVEL. <br />10. FOR PLAN DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. <br />I 2 3 4 5 6 <br />15'-10j" 14 -0 14'-5j" r <br />14'-0" �, 15'-8" <br />T3 � <br />r <br />-- — - — - — - — - — - — - — - — — - - <br />i <br />FINISHED PAVEMENT <br />SEE CIVIL DRAWINGS---7 <br />i WF2.5 <br />T5 <br />---------------------- <br />FINISHED PAVEMENT <br />SEE CIVIL DRAWINGS <br />WF2.5 <br />T6 S1 <br />2X6 ROUGH SAWN <br />YELLOW PINE #2 <br />IlI�I�I�I�I�I�I�I�I�I��I■I■I■I■�■I■I11■I�I�I����Il�I�I�I■I�■I��I�I�I <br />low <br />�ii�iii�iii■i■i■i■i■i�i�■iiiiiiiiiiii�iiiiiiiiiii��l�ii■■i■i■i■i�ii�iiiiil <br />FOOTING SCHEDULE <br />MARK <br />SIZE <br />THICKNESS <br />TOP & BOTT. <br />RONF. CONT. <br />TOP & BOTT. <br />REINF. TRANSV. <br />REMARKS <br />WF2.5 <br />2'-6" X CONT. <br />1'-4" <br />3-#5 <br />#4 ® 12" <br />TIMBER COLUMN SCHEDULE <br />MARK <br />SIZE <br />BASE PLATE <br />SIZE <br />REMARKS <br />6X6 P.T. WD. POST <br />ABU66 <br />SIMPSON POST BASE <br />WOOD BEAM SCHEDULE <br />MARK <br />DESCRIPTION <br />REMARKS <br />TB-1 <br />6X10 ROUGH SAWN YELLOW PINE #2 <br />i <br />5.0 <br />2X6 ROUGH SAWN motorcycle pavilion roof framing plan <br />SIMPSON LTS12 STRAP YELLOW PINE #2 scale: 1 /4"=1'-0" <br />AT EACH TRUSS RIDGE BEAM <br />2X FILLER, NAIL SIMPSON U26 <br />TO ROOF RAFTER BUCKET <br />PLYWOOD SHEATHING <br />SEE PLAN <br />SEE ARC <br />SEE ARCH FOR = <br />ROOFING INFO <br />2X6 BLOCKING BETWEEN <br />EACH ROOF TRUSS x x x <br />(TIGHT FIT W/NAIL) A- ,f x Ix <br />X x <br />TRUSS BRN'G ` <br />EL= 9 -0 <br />SEE ARCH FOR / <br />FASCIA INFO � <br />RAFTERS, SEE PLAN — <br />P.T. BEAM <br />SEE PLAN <br />FOR BEAM TO COLUMN <br />CONNECTIONS, SEE <br />6-041 & 6-042 <br />ON SHEET S3.03 <br />P.T. COLUMN, SEE PLAN <br />POST BASE, SEE <br />COLUMN SCHEDULE — <br />T CURB <br />EL- 0 -0 <br />T OOTING <br />EL= 2 ABOVE <br />FINISHED GRADE <br />CONC. FOOTING <br />SEE SCHEDULE <br />0 <br />0 <br />0 <br />0 <br />2X6 ROUGH SAWN YELLOW <br />PINE #2 COLLAR TIE AT EACH <br />TRUSS. PLACE AT MID. <br />HEIGHT OF TRUSS <br />PROVIDE (4)-10d <br />NAILS EACH END <br />2X FILLER, NAIL <br />TO ROOF RAFTER <br />0 <br />0 <br />0 <br />0 <br />d <br />a <br />11 <br />°c <br />d <br />da <br />a <br />d <br />. <br />v <br />THIS SHEET d " • . d d . •. a • •. <br />v v° °d a d ° d <br />ARMANDO A. CASTELLON, P.E. <br />FL. LI C. No. 43453 <br />section S 1 - <br />scale: 3/4" =1 '-0" gnature ate <br />B <br />r <br />6 <br />v <br />z <br />9 <br />�3 <br />0-1, <br />O <br />�O <br />00 <br />c <br />00 0 <br />r r <br />o0 <br />0 <br />c a <br />O `~ <br />s <br />Q <br />O <br />O) <br />.c <br />c <br />C) <br />a <br />Q <br />_ <br />O <br />00 <br />N <br />M <br />O <br />UN <br />N O <br />D <br />} <br />c <br />v <br />0 <br />s <br />i <br />c <br />Lr) a) a <br />D i <br />a <br />L0 N O <br />U <br />Z o <br />N <br />(� 8 �N�pp <br />Z (A 4 M NNp <br />N O <br />ofJw N-: N <br />W No"iE z <br />� U) W " � o <br />a0z bo o a <br />� 0 Lj FJ�8.s <br />IT <br />a. <br />00 1 a� <br />W <br />�4�V im <br />�F-00m W <br />Q copyright <br />CV <br />Cn <br />M <br />a <br />N <br />5 <br />O O <br />-0 <br />a— <br />m s <br />-'o <br />O <br />�O CL <br />�O N <br />revisions: <br />Q6/12/08 <br />motorcycle pavilion <br />A <br />FAI <br />drawn: <br />checked: <br />date: <br />prof. no: <br />sc/d m <br />rd <br />1-15-08 <br />P07-15B <br />� � S5901 <br />P:\2000 Projects\2002 R K Collaborative\2002-010 Sonnys Prototype - Zephyrhi11s\Sdwg\S5.01.dwg, 9/24/2008 4:07:54 PM, Matt <br />Trrt^rr-1, 1 r it r —f - - _l IT i I i, —r � i i1 11 1 1 1 1 <br />