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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 />MASONRY WALL <br />WpOp BEAM SEE PLAN 1' X P.T. BASE NALER—\ <br />COW TO C0LLM 1/16' 0,5E FIRERATfD OR REG PER ROOF PLAN SEE <br />. ) ROOF NAILWG SC4ED. ON SHEET SNI <br />TAL. 910'-4' <br />AFT-. <br />m <br />4JWJCANE STRAP <br />PER PLAN <br />TAL, • <br />8'-4' AFF <br />CX U COLUMN FILLED W/ <br />GROUT. SEE PLAN POR SIZE <br />4 SPEC. (saA; E COLLMd <br />IS SHOIW) <br />ENTRY COLUMN TO BEAM <br />A SCALE : N.T.S. <br />FLOOR <br />TRUSSES <br />PL. LNTEL PER PLAN <br />2X4 P.T. LEDGER W/V4' DIAL <br />X 2 3/4' TAPCONS + 8' O/C. <br />8d TOE NAILS <br />MASONRY WALL <br />WALL SECTION <br />B (acaLL= : MT,9 <br />ROOF TUSES 0 24' O/C MAX <br />HTA20 OR Eax <br />1 st FLOOR STRUCTURAL PLAN <br />SG4LE : 3/I6' = 1'-0' <br />VAPOR BARRIER BEHIND <br />GIRDER TRUS6 <br />E-ENGINEERED GIRDER TRUSS TOP CHORD W/ <br />X A TACCONS o 8' OL. NTO C2 J <br />LISP MF'34 + EA TRUSS <br />PRE-ENGNEERNG TRUSS <br />1111/34' CANTIVELER MAX <br />(2)1bd TOE N <br />INTO GIRDER <br />i EA, TRM <br />�1/16' 0,5B W/ 8d o 8' O/C 4 <br />CEILNG DRYWALL ON TOP W✓ 1-3/8' <br />DRYWALL NAILS OR DRYWALL <br />SC FM • 1' O/C. <br />PRE-DIGINffRD GIRDER IM <br />BOTTOM CHORD W(Y' x 2y4' <br />TAPDX 0 V OL. INTO CM <br />BEAM FIER FLAN <br />ENTRY ONLY. <br />SHED ROOF @ S.G.D./ENTRY DETAIL <br />SCALE : Mrs. <br />FILLED CELL W/ <br />lU 5 YERT. <br />MASONRY WAIL <br />St FLOOR SiRIC A& NOES <br />WRp.ED NOW ARE KI W TO PI.AR <br />J P V4* N s CONC N FI m PRECAST LNTEL ADD (U <br />s CM. N FILLED KO: BLOCK AW& <br />2 V P ECA6T LNIEL I & RECE66 FELLED 60IA W GROUP <br />AND (V s CONL N RUED KO. BLACK ABOVE <br />:1) V X 24' Cd`FWM LNR FILLED SOLD ULCdW lU <br />s M. N PFECASt LNTEL I (U S COW. N KO! BLOCK <br />Wa a 11-4' AFFJ <br />40 b' X V PW-MT LKE ML M SOLD MEOW I M s <br />COWL (808L a T-e AFFJ <br />'0 (2) 2 x 8 BEAM (1015 AT I0'4 AFFJ IV LISP LSTAS AT <br />EAGI END. PR01/IDE (3) 2 x 4 CMIMr SPAS AT EACH <br />9D OF BEm IV USP 4TII6 TO Cm CLLIMI L'.itiAli <br />(2) 2 X 6 BEAM (TOB AT i0'-4' AFFJ 6V USP W26-2 <br />ANM AT EACH W, UM 12- IOd MU Al W01 T <br />BEAM 4 (4) 3Ab' x 2 3/47APC06 NTO CM II4LL PLUS <br />6- I0d mu MO mm <br />t (3) 2 X 4 COLL N <br />Q LA / PI aVEM FLOCK GIRDER BY TRUSS K41 F. <br />IV MR4i516 NWAR 6 IIA60Ni1' UV1L1 OR EaA- <br />'J (2) 2 X 6 UPSET BEAM (Wa 0 T 4' AFFJ IV LIP 14".2 <br />OR EMAL • GRPER AND (2) 2 x 4 COL" SPACER W <br />(2) I6d TOE MU AT i14LL BD <br />(2) De WADER W V2' PLYWaD FLRCN I USP <br />LSTA24 • EALW BD, FROM (2) 2X4 CRIPPLE <br />STUDS s EAC14 90 OF WADER <br />to 2 x 6 PT LEDSM MCC • b'-0' AFFJ W V2' x 1' WYE <br />ANCHOR (Mk MAR@ 5W) • 24' OL.11AX WO CM <br />WILL <br />NOIQCx <br />POAR BOX LNTEL lib GA➢(fJ CAN BE USED N LS OF <br />PRECAST LNR FOR 1FE EOA DEPTH AID <br />RENTOWFJ'BITS AS NDICATEDABOVE MEI TO <br />POM BOX LKE. CATALOG FOR MORE WOrd'WTICW <br />ALL P1IMK MWRIf AL, AND I`6a14NICAL <br />RO046 MIST BE CO F'1lrTE, NSPEGIED, AND <br />APPR7VEp BBORE �iTNG 1HE fRAMMG <br />NSPE U (PERFBC1033) <br />LfGBD: <br />FRAMED WOD WLL <br />MASCW S" L TALL <br />• s VE RT. N FILL CELL <br />5C: 214 A, B - 5T. CROIX <br />(2) 2' x b' BEAM W/ (6)10d COMMON <br />NAILS 0 EAC44 END <br />e•� <br />5: 214 C - 51E5TA KEY <br />M: 214 D - MARTINIQUE <br />ATTACH 2' x 6' JOIST TO BEAM W1 l61 <br />10d TOE NAILS + EACH END (TYP) <br />2' x 6' JOIST . 24' OL. MAX <br />NOTE: - <br />1) FILA7FOR9 IS DESIGNED FOR A <br />MAXIhNt WLEW OF 250 Ibb. <br />2) ALL WOOD MRIM ARE PRESSURE <br />TREATED <br />3) REFER TO REIROFIT FILLED CELL <br />DETAIL IF FILLED CELL DOES NOT EXIST <br />2' x 6' S.YP. $ 2 W✓ (b)10d COMMON <br />NAILS 4 EAC44 END <br />4' x 4' FTOST IW I/2' DIA, ANCHOR BOLTS <br />9 24' OL. INTO FILLED CELL IW (1) 5 <br />VERT. <br />D LlT�/C PLATFORM DETAILTs. <br />DANSCO <br />IE <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.danscoengineedng.com <br />CA 25948 <br />O <br />Ln <br />LLI <br />O <br />'QpQi1�'M <br />z �Jv� <br />d w M N <br />M <br />O <br />�0u m <br />Z <br />�o <br />w <br />w3~ <br />W Z <br />w U <br />:�j v) <br />O U <br />_ V) <br />Z �< <br />0 Z <br />O <br />Q � <br />r ' <br />0 <br />Z ci <br />Q Iu <br />w �-- <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 & 2OD6 SUPPLEMENTS), <br />SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, <br />EXPOSURE -C- ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT =30.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS <br />AFTER THE DATE R IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />1200E LENNAR CORP: THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />12008-THESE DRAWINGS AND DESIGNS ARE THE JOINT <br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE <br />CUENT ON THIS PROJECT. ANY REPRODUCTION OR <br />UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />VERSION NO. 1.00110.10.07 <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 />GI R SEAL: <br />:EC15 008 <br />SHEET TITLE: <br />1 st FLOOR <br />STRUCTURAL <br />kE V MATION: <br />J NOY, 271318 <br />DATE U�4: 'Lp.10.07 <br />DRAWN B LV <br />REVIEWED BY .. <br />l <br />sl.° - <br />00 <br />C� <br />Z_ <br />J <br />D <br />m <br />00 <br />0 <br />N <br />I <br />,N^ <br />L I <br />1 <br />O <br />M <br />,r <br />Y J <br />r- <br />