Laserfiche WebLink
16k16k24' NIGH <br />SWAM C40L" BASE <br />IN v, ROIW <br />PILASTER ABOVE. <br />-J <br />2 c sr� uu T,a�s <br />sT.T aR� • Im' a' <br />:+ AFR <br />■ <br />O _ <br />J <br />6kss <br />B (SM. W/FLOOR T �, <br />ss TRUSS PARALLEL �J <br />L K <br />TO WALL) <br />■ S6 e ! <br />8'-0k3'-0' <br />CLNG PAD <br />sK Iw TRW <br />Bla'i • I0'-4' <br />AFT. <br />(SIM. W)FLOOR 8'-2' 8' 8' 8'-2' 8'-2' 8'-2' *a: <br />M. W/FLOOR <br />TRUSS PARALLEL Ss � ''''5'-8' 8'-10'''''''8'-10'''5'-8'5'-8'8'-10 PARALLEL 1 <br />TO WALL) TO WALL) <br />14'4' 21'-10' <br />214 A - ST. CROIX 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY 214 A - ST. CROIX <br />214 B - ST. CROIX 214 B - ST. CROIX <br />JrL— MA%NRYWALL �IsFLOOR�STRUCTURAL PLAN VA I BEHIND <br />WOOD BEAM SEE PLAN <br />CONK TO COLUMN <br />TAL. a 10-4'IV <br />I; <br />R <br />r <br />COLUMN SPACER <br />HURRICANE STRAP <br />PER PLAN <br />OD <br />0 <br />TAL. i <br />8'-4' AM <br />O <br />CMU COLUMN FILLED W/ <br />GRO11T. SEE PLAN FOR SITE <br />4 SPEC. (SQUARE COLUMN <br />IS SHOWN) <br />ENTRY COLUMN TO BEAM <br />A <br />ScaLE : NTs. <br />I' X P.T. BASE <br />1/16' Ob8 FIRERATED OR REG. PER ROOF PLAN SEE <br />ROOF NAILING SCHED. ON SWEET SNI <br />PRE-ENGINEERED ROOF TRUSSES 0 24' 0/C MAX <br />o/-USP WTA20 OR EQUAL <br />SYSTEM 4 <br />FLOOR R-30 INSUI.ATI <br />TRUSSES •`' <br />P.C. LINTEL PER PLAN (3) Sd TOE NAILS <br />2X4 F.T. LEDGER W/I/4' DIA. <br />X 2 3/4' TAPCONS s 8' 0/C. <br />MASONRY WALL <br />IF T-0 <br />WALL SECTION <br />B SCALE : r1T5. <br />5C,4LE : 3116' = I'-0' <br />:13- :-m- <br />PRE-ENGINEERED GIRDER TRUSS TOP CHORD W/ <br />4' x 2%' TAPcoN3 0 8' O.C. INTO CM <br />LISP MP34 s EA. TRUSS <br />PRE -ENGINEERING TRUSS <br />W/34' CANTIVELER, MAX <br />(2) lbd TOE NAI <br />INTO GIRDER <br />is EA TRUSS <br />1/I6' 05B. W/ Sd is 8' 0/C 4 <br />CEILING DRYWALL ON TOP W/ 1-3/8' <br />DRYWALL NAILS OR DRYWALLBEAM PER PLAN <br />SCREWS s 1' 0/C. ENTRY ONLY. <br />PRE-ENGINEERED GIRDER TRUSS <br />BOTTOM CHORD W/4' x 2%' <br />TAPCONS 0 VOL. INTO CM <br />SHED ROOF @ S.G.D./ENTRY DETAIL <br />SCALE : N.T.S. <br />1-3/4' OR 2-1/2' <br />PLYWOOD OR OSB <br />FILLED CELL W/ <br />(1)15 VERT. <br />MASONRY WALL <br />- CONG PAD <br />16k16W4' 14W <br />M COUMr BASE <br />1w Q' MIMI <br />"MR ABOVE <br />I <br />(2) 2' x 6' BEAM W/ (6)10d COMMON <br />NAILS s EACH END <br />ATTACH 2' x 6' JOIST TO BEAM W/ (6) <br />10d TOE NAILS s EACH END (TYP) <br />2' x b' JOIST is 24' O.C. MAX <br />NOTE: <br />1) PLATFORM IS DESIGNED FOR A <br />MAXIMUM WEIGHT OF 250 Ibs. <br />2) ALL WOOD MEMBERS ARE PRESSURE <br />TREATED <br />3) REFER TO RETROFIT FILLED CELL <br />DETAIL IF FILLED CELL DOES NOT EXIST <br />2' x 6' S.YP.' 2 W/ (6)10d COMMON <br />NAILS s EACH END <br />r <br />4' POST W1 1/2' DIA. ANCHOR BOLTS <br />O.C. INTO FILLED CELL W/ (1) 5 <br />. <br />ALT A/C PLATFORM DETAIL <br />D SCALE : NTs. <br />DANSCO <br />IDE <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />Phone: 813.645.0166 <br />Fax: 813.645.9698 <br />www.donscoengineedng.com <br />CA 25948 <br />o <br />CD <br />Ln <br />Lu <br />z H <br />0 <br />U <br />O j o� <br />zQmm� <br />Q men rL 00 <br />Q 0 LJL Oi <br />o <br />z <br />Qu <br />zw E <br />W 3: IT <br />W <br />z <br />o <br />0 <br />tD <br />V) <br />w U <br />:�E v) <br />O o <br />_ V) <br />>Z <� <br />O Z <br />p <br />C I <br />Q I <br />Z to <br />I <br />Q <br />V) <br />I. u- <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />2004 FLORIDA RESIDENTIAL BUILDING CODE <br />(INCLUDING 2005 & 2006 SUPPLEMENTS), <br />SECTION R301 FOR 1193 MPH, 3 SEC. GUST, <br />EXPOSURE '.C- ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT=+-0.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OFTHIS DRAWINGONLY. <br />® 2008 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />® 2M8-7HESE DRAWINGS AND DESIGNS ARE THE JOINT <br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE <br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR <br />UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />VERSION NO. 1.00 /10.10.07 <br />❑ SAMUEL A. GREENBERG, <br />P.E. #34245 <br />THUY H. HUYNH, <br />P.E. #60122 <br />IRWIN J. BENSON, <br />P.E. #49758 <br />❑ ANDREW D. HAROLD, <br />P.E. #66715 <br />ENGINEER SEAL: <br />JUL 0 3 200 <br />SHEET TITLE: <br />1st FLOOR <br />STRUCTURAL <br />SHEET INFORMATION: <br />JOB NO.: 271318 <br />DATE ISSUED: 10.10.07 <br />DRAWN BY: DZ/LV <br />REVIEWED BY: TH <br />si <br />a <br />111 1 11. .I.,_I, .I Li- , ill II I :i';iI I L 11111b IIhI&Ih lit A JIking le limed 1TINf �,� 1I1(11.1J,1�i-,r I ET.{1_.I it _iI, 1 1 1 1 1 1- 1T 1 I I I i i I - I i' I II J: T 11 1 1 <br />