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Q <br />ST3 OR <br />54.1 54.1 <br />STANDARD L_#5 C NT, IN <br />90° HOOK HEA ER BLOCK <br />FINISH FLOOR <br />2 "x /v "x 8" LONG W/TAPCON <br />ANGHORS (4) 3/1ro" x 3 1/4" <br />CENTER BLOCK 'a FILLED CELL <br />SEE SECTION I°I <br />FOR LOCATION I I.I <br />I I IOd x 3" e <br />O.C. <br />2x4 "T" <br />CMU BLOCKS <br />2x4 STAKE W/1`11N. 2'-0" CS) 10®I x 3" <br />PENETRATION INTO SOIL \\\/-\ �_ <br />MONO FTG. REFER TO � I' <br />FOUNDATION FOR 51ZE 4ill <br />REINFORCEMENT <br />CLEAN POISONED 4 <br />COMP. SOIL (95io 4 STANDARD STEM ALL FTG. REFER TO <br />MODIFIED PROCTOR 90' HOOK 5T3/ 4J OR ST4/54.1 FOR <br />PER ASTM D1557) 51ZE $ REINFORCEMENT <br />15 BAR IN CELL FILLED a 10' Q <br />SOLID W/ GROUT Q d d Q dQ d <br />d 4 <br />�T1 MONO TO 5T MUJAL=L= FOOTING <br />SCALE: 3/4"=11_01, <br />20" <br />05 VERT. REBAR <br />LINE OF <br />STEM WALL <br />FTG. <br />L <br />'5 REBAR TIES TO <br />® IXK <br />(2) CENTER RE15AR5 <br />Ln I <br />IN FTG. W/ WIRES <br />88 <br />tI <br />I <br />n <br />INT. MONO FOOTING TO <br />STEM WALL DETAIL <br />SCALE: N.T.5, �4_ <br />#5 VERT. REBAR <br />LINE OF <br />STEM WALL <br />FTC. <br />IL <br />I <br />I I <br />cc <br />ALT. INT. MONO FOOTING <br />TO 5TEM W,4LL DETAIL <br />SCALE: N.T.S. �41 <br />NOTES <br />O ERECT TEMPORARY BRACING PRIOR TO <br />SETTING B GOMPACTINCz BACKFILL. <br />2O BRACING TO REMAIN IN PLACE UNTIL <br />POURED SLAB IS FULLY CURED <br />_r5T2 5,4CE D E TA I L <br />��.1 SCALE: N.T.s- <br />CUT 8 REMOVE <br />MASONRY BLOCK IN #5 VERT. REBAR <br />STEMWALL AS SHOWN LINE OF STEM WALL FTG. <br />IN HATCHED AREA. TOP OF SLAB '5 VERT. REBAR <br />-- ----- ---- SLAB <br />EDGE <br />zX - <br />LINE OF INT. MONO FTG. #5 REBAR TIES TO <br />° ° :w (2) CENTER REBARS <br />STEM WALL I IN FTG. W. WIRES <br />PER PL .4N <br />REINF. IN FTG. 05 REBAR TIES as <br />PER PLAN SECTION E35 TO (2) CENTER <br />RE15AR5 IN FTG. LINE OF INTERIOR <br />W/ WIRES FTG. <br />I <br />2 <br />1/2 BLOCK <br />8" CMU STEMWALL (SEE <br />AA/53 OR JJ/5(o FOR <br />ADDITIONAL INFO-) <br />05 VERT, REBAR <br />REINFORCEMENT IN <br />FTG. PER PLAN <br />TOP OF SLAB <br />° d <br />° <br />I <br />LINE OF INTERIOR <br />MONO FTG. <br />3 g a (2) #5 REBARS BENT AS <br />LINE OF FOOTING SHOWN AND TIE TO CENTER <br />PER PLAN REBARS IN FOOTING <br />SECTION CC <br />INTERIOR MONO FOOTING <br />TO STEM WALL [DETAIL CO <br />SCALE:N.T.S. 1 <br />I <br />SLAB <br />EDGE <br />I <br />I <br />I <br />LINE OF INTERIOR <br />FTG. <br />DD <br />ALT. INTERIOR MONO FOOTING <br />TO STEM WALL DETAIL <br />SCALE:N.T-S. ��.1 <br />CONC. SLAB <br />r®Xro UJ1.4XLJ1.4 JJ <br />Z OR FIBERMESH <br />/o MIL VAPOR!%��;���� <br />HEADER BLOCK U.N.O. <br />W/ (1) #5 CONT. <br />CLEAN POISONED AND <br />COMP. SOIL. (95% <br />MODIFIED PROCTOR <br />PER ASTM D1557) <br />(1) #5 VERT. IN FILL <br />CELLS (SEE FDN- PLAN <br />FOR LOCATION) <br />ILLI <br />z-A <br />yOL <br />cJ) <br />4"x4" INSPECTION <br />PORT AT EACN <br />rF-L <br />FILLED CELL <br />TYPICAL <br />NOTE: ADD 05 e <br />z <br />48" OC MAXIMUM <br />T- <br />IN STEMWALL <br />BELOW WINDOW <br />P//V <br />OR DOOR <br />OPEN ING5 <br />(3) #5 REBAR --I '/y Y'Y/v � ��'� . ,,� , _ <br />2_4' STD. 90°NOOK <br />CONT. ON 3" CHAIR (SEE DETAIL) <br />12)LALT. STF-IWALL= DETAIL <br />,4.1)) SCALE: 3/4"=1'-0" <br />#5 REBAR TIES TO (2) <br />CENTER REBARS IN <br />FTG. W/ WIRES <br />a� <br />z <br />c1 < <br />LINE OF INT.— <br />MONO FTC. <br />CUT s REMOVE <br />MASONRY BLOCK IN <br />STEMWALL AS SHOWN <br />IN HATCHED AREA, <br />HEADER BLOCK <br />8 CMU STEMWALL (SEE <br />AA/53 OR JJ/56 FOR <br />ADDITIONAL INFO.) <br />STEMWALL FTG. PER PLAN <br />05 VERT. REBAR <br />/—TOP OF SLAB <br />PER PLAN <br />SECTION AA <br />STEM WALL FTG, <br />PER PLAN <br />REINFORCEMENT IN <br />FTG. PER PLAN <br />TOP OF <br />SLAB <br />A ° a <br />°n <br />° ° a <br />a <br />LINE OF INT. <br />F MONO FOOTING <br />(2) #5 REBARS BENT AS <br />SHOWN AND TIE TO CENTER <br />REBARS IN FOOTING <br />LINE OF FOOTING BEYOND <br />SECTION DE) <br />C1) #5 VERT. IN FILL <br />CELLS (SEE FDN. PLAN <br />FOR LOCATION) <br />W <br />z <br />�L <br />CONC. SLAB <br />N� <br />,I W1.4XW1.4 WWF <br />z OR FIBERT IESH <br />FIN FLOOR <br />Y QL <br />BARRIERPOR <br />OL <br />HEADER BLOCK U-N.O- <br />#3 TIES 6 <br />LJ/ (1) 05 CONT. <br />3io" O.G. <br />-" <br />#5 e 3 2 " O.C. OR #6 <br />40" O.C. MAX, PROVIDE <br />ADD'L DOWEL �� <br />z <br />ALIGNING W/ FILLED <br />CELLS ABOVE <br />" <br />CLEAN POISONED AND <br />COMP. SOIL. C95io\/\ <br />MODIFIED PROCTOR <br />PER ASTM D155T) <br />c <br />a 4 <br />° <br />(\ <br />p <br />C3) #5 REBAR 4° <br />CONT. ON 3" <br />GIHAIR 3'-O <br />r,5T ALT. ST M�JALL= <br />DETAIL <br />&4.1 SCALE: 3/4`=1 -O <br />4"x4" INSPECTION PORT <br />AT EACH FILLED CELL <br />T'T'PICAL <br />4"x4" INSPECTION <br />PORT AT EACH <br />FILLED CELL <br />TYPICAL <br />STD. 9m °HOOK <br />(SEE DETAIL) <br />REFER TO DETAIL <br />ST2/54.1 FOR <br />TEMPORARY STEM <br />WALL BRAGING_ <br />DAN SCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.donscoenginee6ng.com <br />a <br />o <br />T� <br />N <br />zw <br />CD <br />> C"O <br />za <br />� <br />111.1 <br />g>'=n <br />a m� <br />N <br />n <br />w <br />LLI <br />wo <br />J Ln <br />mi <br />ul <br />Ln <br />V) <br />W <br />Lu <br />0 <br />Q <br />Z <br />Q <br />I— <br />V) <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND <br />BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS <br />COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING <br />CODE (INCLUDING 2009 SUPPLEMENT(, SECTION <br />R301FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" <br />ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 10. 18) <br />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 />02011 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />02011-THESE 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 />02.02.09 <br />1.0 2007 FBC UPDATES <br />10.29.09 <br />1.01 FFPC 2007 UPDATE <br />05.07.10 <br />2.00 GP FIREWALLS <br />01.28.10 <br />3.00 ADD ALT. ROOF <br />H N R TILER <br />1 1.12.10 <br />4.00 ADD STEM WALL DETAILS <br />04.20.11 <br />4.01 REVISED NON -DROP <br />ABLE DETAIL <br />06.10.11 <br />4.02 REVISED J/S6,B/56 & F/S6 <br />FOR HANGER CONN. <br />06.24.11 <br />4.03 REVISED ROOF SHEATHING <br />AT FIREWALLS <br />VERSION NO. 4.03 / 06.24.1 1 <br />CA 25948 <br />❑ SAMUEL A. GREENBERG, <br />P.E. #34245 <br />THUY H. HUYNH, <br />P.E. #60122 <br />o IRWIN J. BENSON, <br />P.E. #49758 <br />MF._.SEAL: <br />17, <br />SHEET TITLE: <br />SECTIONS, DETAILS, NOTES <br />SHEET INFORMATION: <br />JOB NO.: 310623 <br />DATE ISSUED: 07.19.1 1 <br />DRAWN BY: DZ <br />REVIEWED BY: TH/AS <br />S4,01 <br />r <br />0 <br />H <br />00 <br />0 <br />�r— <br />�J <br />MO <br />r— <br />L0 <br />