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BOX 3400 <br />A J ST3 ST4 <br />OR OR <br />I'I <br />Z OR FIBERMES4 -I <br />FIN FLOOR <br /><. <br />U <br />Z <br />Apollo Beach, Florida 33572 <br />54.1 <br />FIN15HFLOOR <br />SEE SEEGTION I' <br />FOR LOCATION 1 .I lob x 3' '� <br />N e e ° � - °, <br />e . t <br />1 <br />4'x4' INSPECTION <br />PORT AT EACH <br />\ \ e� <br />\ \ <br />/�\ \ X <br />6 MIL VAPOR /�j /�/ <br />BARRIER \� <br />ill X <br />(L <br />4 81 64559698 <br />www.donscoenq'ineerin9.com <br /><4. o <br />i <br />O.G. <br />m /,. /� \/ / // // // // / • <br />, \ \ \j� \ / \/ X <br />FILLED CELL <br />TYPICAL <br />, �,, <br />% /� /� s <br />° <br />'I <br />/ / � / � / <br />ro MIL VAPOR \�� \ \% / \ \% <br />Q <br />HEADER BLOCK U.N.O. <br />3 TIES 's <br />o <br />STANDARD <br />4 90' NOOK <br />a <br />«5 C <br />HEA <br />Nt, IN <br />ER BLOCK <br />2x4 'T' .I <br />BARRIER �// //\ \ / / \ \/ <br />\ / \/ <br />/� / / \ \ / / \\ <br />\ \ \/ <br />@ <br />W/ (U '`5 CONT. _ \ <br />r <br />w5 'a �G� 0 <br />�� O C' r <br />N <br />z w <br />G <br />a <br />HEADER BLOCK UN.O. i / <br />W/ (U 0 5 CONT. j \j \j <br />_ <br />32' OC. OR <br />/ <br />4m' O.C. MAX, PROVIDE \� <br />�, o <br />`5: 5 `O <br />a <br />/ j / j\\j / <br />�� <br />GMU BLOCKS <br />I I —I <br />2x4 STAKE W/MiN. 2 <br />\ \ / \/ <br />/ \ / \ / \/ <br />i�j \ \j \\j <br />'" <br />Z <br />NOTE: ADD 0 5 <br />., <br />48 OC MAXII UM <br />ADD'L GOLLEL <br />ALIGNING W / FILLED �� — <br />z <br />o ``' Co <br />¢ LL r, <br />; <br />-m <br />/ \ \ \ \/ <br />IN STEEMWALL <br />CELLS AOV E <br />B <br />- <br />w <br />> L: <br />III <br />MONO FTG. REFER TO I I <br />PENETRATION INTO SOIL <br />/ \ / \ /\j <br />. / \ \ /� \�� \j <br />@ <br />BELOUJ WINDOtU <br />��j �/ <br />c� <br />l ru IN <br />FOUNDATION FOR SIZE 4 1 <br />�\ ��" <br />i <br />\ /� \ /� \ / / \ \� <br />fi /V _� <br />'@4� <br />OR DOOR <br />RE INFORCEMENT <br />� � <br />/ <br />i / / \ \ / / \ \ / / \ \/ <br />\ / \ / \// <br />\�. <br />/ \� F <br />/ \j <br />OPENINGS <br />GLEAN POISONED AND <br />// �� <br />w o u <br />CLEAN POISONED AND / / / <br />/ / \ <br />COMP. SOIL. (9590 \\ \\ / \� <br />4'x4' INSPECTION <br />J <br />D 4 <br />COMP. $01 5� <br />ALL FTG. REFER TO <br />NOT <br />COMP. SOIL. (990 <br />5 /� \ //� e • <br />MODIFIED PROCTOR / // <br />° <br />° ° '� <br />MODIFIED PROCTOR de °° <br />�, PORT AT EACH <br />FILLED CELL <br />� <br />STEM <br />MODIFIED PROCTOR STANDARD <br />5T3/ <br />4.1 OR 5T4/54.1 FOR <br />ERECT TEMPORARY BRACING PRIOR TO <br />\ <br />\ • <br />PER A5TM D1557) y /j� /j <br />°; / @ <br />PER ASTM D1557) °° <br />° <br />° <br />a . °.. TYPICAL <br />90' HOOK <br />PER �!. ~f11 D1551) <br />SIZE <br />REINFORCEMENT <br />SETTING 4 GO i`1PAGTING BACKFILL. <br />\ e s <br />,� //\ /\ �``f <br />s s '� ^ <br />e ° / <br />4 e, e <br />q <br />1® a <br />'5 BAR IN CELL FILLED ° ° <br />\ BRACING TO REMAIN IN PLACE UNTIL <br />e STD. eO'NOOK <br />(SEE DETAIL) <br />SOLID W/ GROUT <br />° a. <br />d <br />POURED SLAB IS FULLY CURED <br />(3) 0 5 REBAR <br />2 -4' STD. <br />9a °NOOK <br />GONT. ON 3' <br />CONT. ON 3' CHAIR <br />(SEE <br />DETAIL) <br />CHAIR <br />° <br />REFER TO DETAIL <br />ST1 1"fONO TO 6TEt 1W,ALL <br />FOOTING <br />�T2 5R4GE DET ,4IL <br />ra3 ALT. 6TEt 1UJ ,4LL <br />DETAIL <br />�T� ALT. �T�i°'1UJ�LL D�T,�IL <br />6T2/54.1 FOR <br />TEMPORARY STEM <br />SCALE: 3/4' =1'-0' <br />SCALE: N.T.S. <br />SCALE: 3 /4' =I'- <br />J41 <br />�' J SC ALE: 3 /4 ' =1' -m' <br />WALL BRACING, <br />V) <br />V) <br />LLJ <br />w <br />0 5 VERT. REBAR <br />CUT 4 REMOVE <br />• ° <br />MASONRY BLOCK IN <br />05 VERT. REBAR <br />LINE OF <br />5TEMWALL AS SHOILN <br />LINE OF STEM WALL FTG. <br />- T <br />z <br />STEM WALL <br />IN HATCHED AREA. <br />TOP OF SLAB <br />1 5 VERT. REBAR <br />1 5 REBAR TIES TO (2) <br />PLACE T DETAIL <br />L <br />z <br />m <br />a <br />-- - - - -- - - -- SLAB <br />CENTER REBARS IN <br />'5 VERT. REBAR <br />0 EXT. <br />Q <br />FTG.W /WIRES <br />— — <br />� <br />z <br />EDGE <br />CID <br />TOP OF SLAB <br />� <br />°. .• <br />lx <br />L INE OF INT. <br />I I <br />, .T. EASE NAILER <br />- L <br />_ <br />� "5 REBAR TIES TO <br />(2) CENTER REBARS <br />IN FTG. W/ WIRES <br />MONO FTG. ° . ° <br />° ° <br />a ° ° I <br />° STEM W ALL <br />"5 REBAR TIES TO <br />I (2) CENTER REBARS <br />�" I IN FTG. W. WIRES <br />@ I I <br />``� <br />LINE OF INT. <br />MONO FTG. <br />" <br />4'x4' INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />2x4 PT BLOGiUNG BETIL'EEN TRJ55E5 Wl (2) !Od <br />_ <br />THD4i0 - TAPCONS <br />iu PLACEMENT DETAIL <br />- C' EBE TO TIE EIGINEEP5K wIEDGEA »S) <br />-IONS <br />e <br />PER PLAN <br />° <br />° <br />G ° <br />b s <br />, <br />TOE NAILS' s EA. EN , <br />D 4 (2) 3/10 x2 3/4 TAPOONS <br />� J g iNt. WALL <br />, <br />BE. EE NES RAC zA oN <AN�S PICA <br />' <br />CDIAPLY NTI OC F A eES E1TA� B I NG <br />I <br />I I <br />° <br />° e, <br />d °. ° <br />INTO CMU WALL <br />cone JSSNG2co9 -� E rTLSECTI <br />as <br />REINF. IN FTG, <br />REBAR TIES <br />e <br />° '.4 .e e d <br />° a e <br />3/4 PLYWOOD DECKING GLUED AND NAILED W/ <br />N W LITE TEXTURED <br />8301 CR 120 MPH 3 xC.G-ST PCS.PE C <br />E c osEO IN ER AL .,s pECO_ ECtr E E; <br />-- <br />PER PLAN <br />SECT ION <br />TO (2) CENTER <br />BB <br />Sd COMMON 6 6' O/C EDGES AND 12' O.C. FIELD <br />DECORATIVE FINISH <br />' E. <br />'HSDtiAMI 1 2PnON - IS <br />REBARS IN FTG. <br />W/ WIRES <br />LINE OF INTERIOR <br />CU d REMOVE <br />MASONRY BLOCK IN <br />REfNF, IN FTG, STEM WALL FTG. <br />1/2 GYP. W.B. OR 318 <br />UFPER FLGGR <br />:SA fSG', IS ALOFCR <br />AFTE rP = DA - E ITS IGNEnA �,EA,ED. <br />—� I <br />FTC. <br />5TEMWALL AS SHOWN <br />PER PLAN PER PLAN <br />_ <br />PLYWOOD /T`'PE 2 -M -W <br />,IcNF� A , - EA FOP THE sR_cTURn_ >oenoN <br />nET Is PA.NG N:Y. <br />v <br />IN HATCHED AREA. <br />SECTION �� <br />055 (DRAFT5TOPPiNG) TO <br />.' STD. 90° HOOK (SEE DETAIL) <br />02C LE,NARCC N P -- 1S =LAN YAYNGT <br />�f `2_ - UCE ANY M4 NNER .YT -OJT NRI'TE^1 <br />BE NAILED 'I / ad COMMON <br />> Er, ° RON�_ENNAR OORPORAGN. <br />s 6' G/C TO ONE SIDE OF <br />8'X8'x1(6' CONC. KNOCKOUT BLOCK <br />02CI!- TPEEDRA7 l INGSAN.�ESGNS APE T;ELONT <br />FLOOR TRUSS FOR AN R41 M <br />W/ (U ROD CONT. FILLED SOLID <br />^ TO- .A� >C�ENGIN RNG _LC AN:•NE <br />CLIENT ON ti S PR. C". ANY REPQ.�DUCTICN CR <br />AREA 1000 50. FT 4 IN, <br />� W/ GROUT <br />N ,1 POPEK <br />A'hCR ZED LSE IS PROIB'TED. <br />INT. MONO FOOTING TO <br />INTERIOR MONO FOOTING <br />AREAS PENATRATICN <br />AREAS W/ FOAM. <br />- E WIALL: THD410 HANGER W/ <br />REVISION: <br />STEM U)A �ET1 -AIL <br />TO STEM IUAI_L DETAIL �O <br />DRAFTSTOFFiNG SHALL <br />20 -10d 4 (14) 3/16'x1 3/4' TAFCONS <br />INT, WALL: THD410 HANGER W/ <br />DATE <br />DESCRIP <br />10.290 <br />UP DATE <br />SCALE: N.T.S. ��. <br />;CALE:N.T,S. C <br />DIVIDE THE CONCEALED <br />SPACE INTO AFPRGX. <br />10 -10d 4 (8) 3111 x1 3/4' TAFCON5 <br />G P C REWALLS <br />! <br />EQUAL AREAS. 16' FLOOR 5 Y5TEM J <br />(SEE THD410 - tAPCONS <br />'' 0710 <br />2.0 <br />2.00=1RE <br />:,7,28,10 <br />"0 <br />PLACEMENT DETAIL FOUR MORE <br />DIAGONAL WEB 15 REQ'D TO TRANSFER PERF, <br />INFORMATION) <br />IN FO ')OF <br />S HEATH F R TILE ROOF <br />11,12 10 <br />4.30 ADD STEM WALL DETAILS <br />DIAPHRAGM LOAD (MIN. 200 PLF) TO FLOOR <br />DIAPHRAGM (AT EXTERIOR WALL ONLY) <br />Ix P.T. BASE NAILER <br />04 zo 11 <br />4.01 REVISED NON -DROP <br />- AB E DETAIL <br />06 10 1 1 <br />4.02 REVISED J/S6, B /S6 & F /S6 <br />FOR HAN ER NN. <br />ALT FLOOR TR�63 UP 44N�ER <br />CONN. 10 <br />06.24.11 <br />RE WALLS OOFSHEATHING <br />AT <br />T FIREALL <br />wwww <br />X0,28.11 <br />� <br />REFER TO _DETAIL J/56 FOR <br />INFORMATION NOT SHOWN <br />SCALE: 3 /4 ' °1 ' -0' �� <br />FLOOR <br />FLOOR TRUSSES <br />VERSION 4.03 / 06.24,1 1 <br />CA 25948 <br />"5 VERT. REBAR <br />'5 VERT. REBAR <br />SAMUEL A. GREENBERG, <br />REINFORCEMENT IN <br />THU YH. <br />LINE OF <br />STEM WALL <br />FTG. PER PLAN <br />LINE OF STEM WALL FTG. <br />HUYNH, <br />P.E. #60122 <br />FTG, <br />TOP OF SLAB <br />REINFORCEMENT IN <br />314' PLYWOOD DECKING, T 4 G EDGES, GLUED <br />FTG. PER PLAN <br />AND NA ILED W/ 8d COMMGN s EDGES <br />� <br />IRWIN J. BENSON, <br />I/2 BLOCK <br />— — -- — — — — — — —pB <br />�D 12O.0 F ELD <br />P.E. #49758 <br />-- _ <br />—_ -� <br />A <br />-d-- — ° °. --_ - <br />a <br />d e ° <br />� <br />H A DER OCK <br />E BL <br />TOP OF <br />SLAB <br />I <br />d . d � <br />T <br />d ° <br />— — — — � r — — — — <br />V CMU 5TEMWALL (SEE I <br />°. G, a ' ° e e e <br />° <br />-- <br />'' <br />�a71 iVEE(�r, S AL: <br />` ' y� <br />.° d- n e e <br />e <br />• <br />I <br />AA /53 OR JJ /56 FOR <br />A '' ° .. <br />. X F •. +• <br />•''\C E N , ✓ <br />t� \e 5 � •• , a <br />I <br />d <br />e p•. LINE OF INTERIOR <br />° <br />ADDITIONAL INFO.) I I <br />a ° ° <br />° ° <br />y <br />MONO FTG, <br />' (2) 0 5 REBARS BENT AS <br />I I <br />d °. <br />° ° <br />° LINE OF INT. <br />° <br />,Yy1t <br />• <br />►� E(f 2 <br />LINE OF FOOTING SHOWN AND TIE TO CENTER <br />° ° d <br />MONO FOOTING <br />., <br />ATIFOF <br />� �,,,� <br />8' GMU 5TEMWA EE LL (S REBARS IN FOOTING <br />PER PLAN <br />`� , ." U✓ <br />S <br />AA 153 OR JJ /56 FOR <br />I <br />(2) REBARS BENT AS <br />S <br />�, . : ,ti . • �r <br />ADDITIONAL INFO.) <br />SHOWN AND TIE TO CENTER <br />�,� <br />s' <br />HEE� TITLE: <br />5E CTION i�C <br />LIE OF INTERIOR REBARS IN FOOTING <br />y A I <br />G <br />5TEMWALL FTG. PER PLAN <br />LINE OF FOOTING BEYOND <br />2x4 BLOCKING BETIigEEN TRUSSES A <br />SECTIONS, DETAILS, NOTES <br />20' <br />2 <br />GYPSUM WB. EDGES 4 SECURED TO <br />DD <br />SECT 1 ON DD <br />TRUSSES 5Y NAIL ATTACHED ISga <br />Z- SHAPED STEEL CLIP5 s EA. END <br />SHEET INF <br />cc <br />5/8' TYPE 'X' GYFBUM W.B. APPLIED AT RIGHT <br />FLOOR SYSTEM PROVIDES 1 -HR <br />JOB NO.: 310623 <br />ANGLE TO TRU55ES WITH 11/8' TYPE 'S' DRYWALL <br />FIRE RATED PER GA FC5511 <br />SCREWS 0 8' O.C. TO TRUSSES 4 TO 2x4 BLOCKING <br />DATE ISSUED: 07.19.1 1 <br />ALT. INT. MONO FOOTING <br />ALT. INTERIOR MONO FOOTING <br />DRAWN BY: Dz <br />TO STEM WALL DETAIL 1 <br />TO 5TEM W,4LL DETAIL <br />II I I <br />1 448 PII RE RATE FL00IR <br />REVIEWED BY: TH /AS <br />SCALE: N.T.S. 54.1 <br />SCALE:N.T.S. a <br />5 " r,5TF AT rS,4fRA�� <br />ONL <br />SCALE: 3/4' =I'-0' 54.1 <br />S <br />• <br />�O <br />0 <br />(') <br />L0 <br />�,-_ (_-�/ i)1 <br />