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C1) #5 VERT. IN FILL CELLS (SEE FDN. PLAN FOR LOCATION) C1) #5 VERT. IN FILL ul 2 "x (o"x 5" LONG W/TAPCON _ CELLS (SEE FDN. PLAN U ANCHORS (4) 3/16" x 3 1/4" = FOR LOCATION) Z -- CENTER BLOCK 's FILLED CELL uu CONG. SLAB = `n - C�X(o W1.4XW1.4 WWF 4"x4" INSPECTION PORT CONC- SLAB AT EACH FILLED CELL ��, Z OR FIBERi"1ESN TYPICAL FIN FLOOR roXro W1.4XW1.4 U) - � A OR U ST3 OR ST4 I° j OR FIBERMIESH FIN FLOOR a 0� 53 S6 1'=®" S4"I 54.1 SEE SECTION I° \ ! `° z --A FINISH FLOOR FOR LOCATION 1 I 4"x4" INSPECTION IL MIL VAPOR /' %; !� �� E IL 41 PORT AT EACH �/ , \ 1 I lmd x 3 +- I CT /o' O.C. / BARRIER FILLED CELL c I" X TYPICAL K # MIL VAPOR HEADER BLOC U.N.O. 3 TIES � / / /i / ° 10" STANDARD / ; ' a '5 CONT IN 2x4 T L BARRIER / � = W/ C1) #5 CONT. 3�0" O.C. ' 9m° HOOK HEADER BLOCK % Q #5 '1 32 " O.G. OR #ro a HEADER BLOCK U.N.O. // _ 4(I" O.C. MAX, PROVIDE / LCMU BLOCKS ADD'L DOWEL C5) lad x 3" ��/j NOTE: ADD *5 @ �� IALIGNING W/ FILLED 2x4 STAKE W/1" lIN- 2'-m" ,, ;�j`� % Z 48 OG MAXIMUM —III II / ��/� CELLS ABOVE �\ —1 PENETRATION INTO SOIL, \/ F IN STEMWALL / MONO FTG. REFER TO /��/BELOW WINDOW FOUNDATION FOR SIZE T I � � � � � / / , iV � OR DOOR� REINFORCEMENR ��'�� i��%� �� OPENINGS / �� D 4"x4" INSPECTION CLEAN POISONED AND CLEAN POISONED AND �� / CLEAN POISONED 4 NOTES COMP. SOIL. (95io�/ COMP. SOIL. C95ie �� // / / /�i i, ,� �: PORT AT EACH ��.� _ ° ° a MODIFIED PROCTOR a° FILLED CELL COMP. SOIL (95io 4,� STANDARD STEM ALL FTG. REFER TO MODIFIED PROCTOR PER ASTM D155�) MODIFIED PROCTOR ST3/ 4.1 OR ST4/54.1 FOR O ERECT TEMPORARY BRACING PRIOR TO PER ASTM D155�)/\'% ° i, °°a a a @ TYPICAL SETTING 8 COMPACTING BACKFILL- • • ° • -- 9(d° NOOK �; ':<_ ° a p PER ASTM D1551) � SIZE � REINFORCEMENT ' ° - ° • • STD. 90°NOOK "5 BAR IN CELL FILLED a O'� a 2� BRACING TO REMAIN IN PLACE UNTIL ��.��'� (3) 05 REBAR °' (SEE DETAIL) SOLID W/ GROUT POURED SLAB IS FULLY CURED (3) #5 REBAR / CONT. ON 3 a I STD.9m°NOOK CONT. ON 3" CHAIR --- ` _4 — (SEE DETAIL) CHAIR a a REFER TO DETAIL _ ST1 1"'fONO TO &T 1�LU74L=L OOTINC re2 �i� C DETAIL r5Ta�ALT_ 5TEt�1 U,4LcL. DETAILS �T ALT_ STEt-I JAL_L DETAIL ST2/54.1 FOR TEMPORARY STEM 3/ ,- SCALE: N.T.S. SCALE: 3/4"=I'-0" SCALE: a' -1'-O" �L4� �41 C.��.� SCALE: 3/4°=1'-0" WALL BRACING. 201, 05 VERT. REBAR CUT 4 REMOVE MASONRY BLOCK IN 05 VERT. REBAR LINE OF STEMWALL AS SHOWN LINE OF STEM WALL FTG. STEM WALL IN HATCHED AREA. TOP OF SLAB FTG 15 VERT. REBAR "5 REBAR TIES TO (2) CENTER REBARS IN "5 VERT. REBAR -- -- ----- ---- SLAB FTG. W/WIRES z EDGE _1 TOP OF SLAB LINE OF INT. � r MONO FTG. I "5 REBAR TIES TO 05 REBAR TIES TO G (2) CENTER REBARS © I (2) CENTER REBARS ° G I IN FTG. W. WIRES LINE OF INT. Li I I IN FTG. W/ WIRES STEM WALL I MONO FTG. ° I a PER PLAN �✓ n � I I Ba REINF. IN FTG. "REBAR TIES as ° PER PLAN SECTION �8 TO (2) CENTER REBARS IN FTG. CUT 4 REMOVE LINE OF INTERIOR\—REINF. IN FTG. STEM WALL FTG. W/ WIRES I FTG. MASONRY BLOCK IN PER PLAN PER PLAN �n I STEMWALL AS SHOWN -- IN HATCHED AREA. SECTION 4,4 INT. MONO FOOTING TO INTERIOR MONO FOOTING STEM WALL DETAIL TO STEM WALL DETAIL (o SCALE: N.T-S- J SCALE:N.T.S. 5.1 *5 VERT. REBAR '5 VERT. REBAR LINE OF REINFORCEMENT IN STEM WALL FTG. PER PLAN LINE OF STEM WALL FTG. REINFORCEMENT IN FTG. TOP OF SLAB FTG. PER PLAN L_— 1/25LOCK — —--------- SLAB —a TOP OF EDGE HEADER BLOCK SLAB -------- °� _1 I- — — — — 8" CMU STEMWALL (SEE � � `' A A IAA nP I I /r,/ r-r= \—LINE OF INTERIOR ADDITIONAL INFO.) MONO FTG. I ° a ° (2) 05 RE BARS BENT AS °LINE OF INT. LINE OF FOOTING SHOWN AND TIE TO CENTER a a. MONO FOOTING 8" CMU STEMWALL (SEE PER PLAN REBARS IN FOOTING (2) #5 REBARS BENT AS AA/53 OR JJ/5(o FOR I I ADDITIONAL INFO.) SHOWN AND TIE TO CENTER SECTION CC I I LINE OF INTERIOR REBARS IN FOOTING VA I FTG" STEMWALL FTG. PER PLAN LINE OF FOOTING BEYOND 4 O- DD SECTION DID cc ALT. INT_ MONO FOOTING ALT. INTERIOR MONO FOOTING TO STEM WALL DETAIL TO STEM WALL DETAIL a SCALE: N.T.S. 5 .1 SCALE:N.T.S- CJ.4.1 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645,9698 www.donscoengineering.com N w O�^ Z QLu� L aw ' z�a ma N Z C7 uf°i LuLn wZJU Ln ui Lu Q 0 z Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT). SECTION R301 FOR 120 MPH. 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = i0. 18) WIND ZONE. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02011-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE 15 PROHIBITED. REVISION: DATE DESCRIPTION 02.02.09 1.0 2007 FBC UPDATES 10.29.09 1.01 FFPC 2007 UPDATE 05.07.10 200 GP FIREWALLS 07.28.10 3.00 ADD ALT. ROOF SHEAT 1 1.12.10 4.00 ADD STEM WALL DETAILS 04.20.11 4.01 REVISED NON -DROP ABLE DETAIL VERSION NO. 4.01 / 04.20.11 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ,`�t®eaaaaessxse°°rr s - No. 60122 * " - d -A F • •' dd 9� , l • , \C, e4� • F n• •��'`', • yr''ro°`SRO N A L °0°s°;•rti;o aseasae SHEET TITLE: SECTIONS, DETAILS, NOTES SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 03.09.1 1 DRAWN BY: DZ REVIEWED BY: TH/AS S4.1 C) T' C) O O O 'r^ W M T' LO