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1. <br />�bl CELL& (SEE F D'N.'PLAN <br />1 'Ii � �� FOR LOCATION) <br />-T -1 —(1 °5 VERT. IN FILL � I <br />> CELLS (5EE FDN. PLAN <br />2 "x 6 "x 8'' LONG W/TAPCCN �__ <br />ANCHORS () 3 1�" x 3 1, 411 FOR I CCATiON) - <br />i. L_ <br />GEN ER BLC_.K FILLED� GE�_ <br />T �' a � 1"I L 1 I�� CONC. SLAB <br />f - W F t, <br />-- c d�'; _ �_I 4"x4" ':N5PECTION PORT <br />-�- ONC..,LAB -, - <br />�oX� JI.4X�1.4 IliWF ; AT EACH FILLED CELL <br />TYPICAL <br />FLOCK <br />- -��Xro W! 4XW1.4 WWF - - -- - <br />,J� OR I , <br />OR �5T3 �wT4 FIB RMES l - <br />OR - Fc <br />IN LOOK � <br />54.' 54.1 ' SEE <br />PiN15{d FLOOR _ -- - 4"x4" INSPE--TIOivj L J <br />-- OR LOCATION `\�� \1 `FOR <br />IF <br />:"\: <br />-lmd x 3' a - 1 OFT AT EACH I"!IL ��I <br />�� O.-�- FiLLE�D CELL BQFRIER <br />G-_ <br />/ <br />=�� <br />n A � VAPOR -� � ;• `;` � = F�: � „ � ,- � - 3 T <br />e � HADIE''R e,-oGK �1_N.o. � I <br />5THNDNRD BARRIERS u= n ; / L <br />fi "5 CONT. IN - <br />� • 90° NOOK � I �� � - 2x4 IITII III � <br />HEA ER BLOCK <br />� HEADER BLOCK U.N.O. -- <br />_ LJ (1) •5 CONT. �� -� i 40" O.C. ^'I,!1,X. PRO•/1 E- , � <br />- - <br />n ADD'L D� J L <br />Lri'IU BLOCKS �� � <br />�1 �- I NOTE: ADD 5 a ,` I <br />�- (5) 10d x 3'l ALIGNING 'a .' FILLED <br />:/I 48" OG MAXIMUM <br />2x4 STAKE W!I`11N. 2'�®' i --I i <br />� 1- PENETRATION INTO SOIL IN 57E1`1WALL =ELLS ABC`�E <br />E LO III I ri <br />BOv W NDOW <br />MONO FTC. REFER TO 1 , <br />FOUNDATION FOR SIZE 4 ` /N OR i000F _ 1 <br />REINFORCEMENT �� OPENINGS<- <br />�7 L� Ci-.BAN �ni '�.50\� '•`.N_i- <br />/- - . r-- <br />- --. <br />_ x Nc�-LoN <br />GLEAN POI„ONtD AND �_ 5 ,--• 1 <br />1 r� <br />I fvDII PRE CR �� _ _�' I D <br />GLEAN POISONED $ - 1tiOTE.� COMP. SOIL. 195io '� ,-, �1-� ��-,- <br />GOMP. SOIL 195io %i // STPh l ALL FTG. REFER TO MODIFIED PROCTOR ;i Iss= ! AIL: _ CELL <br />// �RE� T�MPCRAR BFA� ING ILL. PAR AST <br />i. STANDARD E ECT PRIOR 7 O <br />MODIFIED PROD T OR 5 T 3/ 4.1 OR 5 T 4/54.1 FOR I PER 457"! D155U �'I "� <br />PER ASTM D155U i go. NOOK SETTING 4 COMPACTING BAGKF �'; • a •� _� 'I <br />/ I SIZE ,$ REINFORCEMENT <br />5 T C `E0%-I0OK <br />E' F fI i - 3) REBAR <br />r <br />"5 BAR IN CELL FILLED- BRACING TO R�I 1AIN IN LA.�E JN I �L � II -��- <br />NT N <br />�- �T ;I <br />I 1 POURED SLAE3 IS FULL?' CURED (3) �5 REBAF - " � STD. B+a°NOOK _,-� I <br />SOLD W/ GROUT - CONT. ON 3' CHAIR �- -- III -- <br />(SEE DETAIL) <br />c=r=R C DETAIL <br />��� ' 1 1 A� �'I n I <br />r1111-5�C� E1��UL=I=C INS 1 ��� ��C�fL fi�� ! . �IIDI fi 1!_ I5T2/54.1 FaFLI� -I -r�- 1= {� � I I TE1" IPCRARY STEM <br />SCALE: NT.S. �^ 1 SCALE: 3/a"sl'-O' \3,41//' SC AL=. 0 W,4"'L BRAGiNG- <br />/` , vERT. REBAR GUT A REMOVE-, <br />i•'" i- I IASONRI' BLOCK IN <br />•'� �-'� VERT. REBAR <br />-LINE OF STEMWALL 45 SHOWN <br />1 LINO OF STEM WALL FTC. <br />STEM WALL IN HATGI4ErD AREA. r-TOP OF SLAB /I r 4 - i <br />/ FTG. / I "S VRI REB.� "5 REBAR T'ES TO ��, <br />�- - CENTER KEBABS IN <br />VERT. REBAR <br />IL - - - SLAB FTG, W/ LUIRE6 <br />� J - - EDGE LL <br />i> - I� TOP OF SLAB <br />EMI " <br />< < " <br />T LINE OF- <br />_- REBAR TIES TO <br />M -T - L v <br />CNO G. / <br />"5 REBAR 1 !ES O - _� ('2; CENTER RE54R5 <br />N G. JJ. WIRES ��(2) CENTER KEBABS �� � ° I - I �T I I I <br />a•� IN FTC. Wi WIRES j STEM WALL G�I LMONO FTG. <br />_ �'� PER PLAN <br />Bfs REINF. IN FTG-.-// �'-"5 REBAR TIES -�r <br />PER PLAN TO !2) CENTER ���� <br />KEBABS IN FTC. C a <br />_ LINE OF INTERIOR UT B REMOVE \-REINF- IN FTG- -STEM LJ4LL FTC. <br />I W! WIRES I MASONRY BLOCK IN FTC. PER PLAN PER PLAN <br />��n 5TEM;LALL AS SLIOWN <br />IN HATCHED AREA. <br />INT. MONO FOOTING TO NTERICIR MONO FOOTING — <br />5TEM LUALL DETAIL TO 57EM IUALL DETAIL i <br />SCALE: N.T.6. SGALE:NT.S.'\ l <br />-�i /-05 vERT. REBAR —05 VERT. REBAR > <br />LINE OF /REINFORCEMENT IN <br />STEM WALL ; FTC. PER PLAN LINE OF STEM WALL FTG. <br />I <br />—REINFORCEMENT IN <br />FTG. % - -TOP OF SLAB / F TG. PER PLAN <br />�� / <br />�- _ _ i/2 BLOCK �--_ � -� I- — — — Lz <br />SLAB <br />EDGE HEADER BLOCK — / TOP OF <br />i <br />I I ��� <br />f / <br />8° GMU 57EMUJALL (SEE i <br />1 L l 1 ..- <br />,� � � I 44/83 OR JJ/S�o FOR <br />I - ALINE OF INTERIOR ADDITIONAL INFO.) j <br />e MONO FTG. <br />- ! - \-(2) REBAR5 BENT 45 l �- LINE OF INT. <br />ILINE CF FOOTING SHOWN AND TIE TO CENTER MONO FOOTING <br />8" GMU STEMWALL (SEES REBAR5 IN FOOTING <br />PER PLAN I � � (2) *5 REBAR5 BENT AS <br />A/S3 OR JJi56 FOR I \ <br />ADDITIONAL INFO.) ��� SF10I N AND TIE TO CENTER <br />I 15=`T 1 ON �G —� uNE of INTERIOR ; REB aR5 !N FooTiNG <br />FTG. STEMWALL FTG. PER PLAN -, \-LINE OF FOOTING "YOND <br />2I--- - <br />�pp <br />GG <br />rN <br />ALT. INT. MONO FOOTING ALT. INTEFRIOR MONO FOOTING <br />TO STEM LUALL DETAIL T TO STEM LUAL L DETAIL 8� <br />SCALE: N.T.S. J41 SG4LE:N.T.5. <br />�G 4. 11,� <br />s. <br />DANSCO <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.danscoengineering.com <br />o <br />Ln <br />w <br />O�0 <br />-, <br />6 'V M <br />�m <br />z <br />Q m 1 <br />Lu (M <br />/ <br />O w op <br />z <br />Z Lu <br />E1-4 <br />w <br />II, <br />w <br />W <br />z <br />� <br />o <br />0 <br />II <br />v J <br />w <br />0 <br />Q <br />0 <br />z <br />Q <br />c� <br />TO THE BEST CF 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 />P301 FOR 120 MPH. 3 SEC. GUST, EXPOSURE 'C" <br />ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.181 <br />WIND ZONE. <br />THIS 'DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />9GNED AIJD SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY - <br />02010:ENNAR CORP.-THIS PLAN M,AY NOT BE <br />PEPRCCU_. 'd: ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENIJAI 1O1101A7IGN. <br />02010-THESE DRAWINGS AND DESIGNS ARE THE JOINT <br />PROPERTYOF DA143CO ENGINEERING. LLC AND THE <br />CLIENT ON TH IS PRO!ECT. 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 21 UPDATE <br />05.07.10 <br />2.00 GP FIREWALLS <br />07.28.10 <br />3.00 ADD ALT. ROOF <br />1 SHEATHING FOR TILE ROOF <br />i <br />1 1.12.10 <br />4.00 ADD STEM WALL DETAILS <br />VERSION NO. 4.00 / 1 1.12.10 <br />CA 25948 <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 />! <br />R���til1!!! • <br />® �• <br />H. <br />w <br />` No. 60122 <br />ATE .' <br />10 <br />'0# •. OR1 <br />S • •. <br />SHEET TITLE: <br />SECTIONS, DETAILS, NOTES <br />SHEET INFORMATION: <br />JOB NO.: 290127 <br />DATE ISSUED: 02.02.09 <br />DRAWN BY: DZ <br />REVIEWED BY: TH/AS <br />S4,01 <br />40 <br />•• <br />• <br />O <br />O <br />O <br />LO <br />