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LINT4 �OAV CHART f 16" DEEP BKGTION <br />CLM4R $PAN <br />CONCRBTS U UNTEL <br />"POWER " 6TEE. <br />"POD' BtEEI. <br />BOX LINTEL <br />1' . 60 <br />4"1 PLF ( UNFILLEP ) <br />1010 Po L -2 <br />9965 PLF <br />3435 MP ( UNFILLED ) <br />6626 PLC L - 2 <br />6$30 PLR <br />1111 PLR ( UNF11-LED) <br />5296 Kill L -2 <br />5349 PLR <br />3'. 2 <br />2332 PLR ( UNFILLED ) <br />4308 PLF L -2 <br />4413 PLF <br />4' - O' <br />1630 PLP ( UNFILLW ) <br />35" PLP L-2 <br />3699 PLP <br />4' - &' <br />1624 PLF ( UNFILLED ) <br />3134 PLR L -2 <br />3289 PLR <br />5' - 2i <br />21139 PL.P - <br />1146 PLP L -2 » <br />2884 PLF » <br />2' <br />27'11 PLP » <br />2298 PLP L -2 » <br />2400 PLR « <br />Y - OF <br />1981 PLO <br />2625 PLP L -2 « <br />2114 PLF » <br />8' - on <br />1123 PLO +1 <br />1168 PLO L -2 » <br />2213 PLP « <br />9' .2i <br />1459 PLF » <br />190 PLR L -2 » <br />1984 PLF « <br />10' - O" <br />1334 PV <br />1414 PLR L -2 » <br />1819 PLF » <br />10' . 9" <br />1211 PLF � — <br />1325 PLP L - 2 » <br />1110 PLR « <br />11' - 2' <br />1200 PLi" « <br />1230 PLP L -2 » <br />1629 PLF « <br />i109 Kill » <br />1118 PLR L -2 » <br />1515 PLF » <br />12' - e" <br />1044 PLP d <br />1116 PLP L -2 » <br />1436 PLF « <br />I3' 4' <br />1398 PLF » P <br />1351 PLF L - 2 » 6L - 1 <br />1304 PLF « <br />14' - O" <br />1321 I" P <br />1321 PLP L -2 r 6L - I <br />1299 PLP « <br />16' - O <br />110 PLF » P <br />1048 PLF L -2 » 6L - 1 <br />1131 PLP » <br />0" <br />1016 <br />828 PLF L- 2 -1 <br />%0PLP« <br />18' - 9' <br />911 PLO « P <br />IV PLI" L -2 » 6L - 1 <br />993 PLF » <br />20 <br />816 PLR » P <br />629 PLP L -2 « 6L - 1 <br />184 PLF « <br />22' - 9' <br />199 PLP »' P <br />523 PLP L-2 » 6L - 1 <br />606 PLF « <br />» - DENOTES "5 IkFOAR X CONT. PLACED IN BOTTOM COUR69 AND <br />16' OEEP BEAM POURED SOLID t Arw 2300 P61 CONCRaTe <br />P - DR40TE8 PRE 6TRE66ED U LINTEL WITH 0 5 REBAR X CONT, <br />PL.ACW W BOTTOM COUR613 4 16' DEEP BEAM POURED SOLID <br />tUITH 2300 P61 C0 11TI3 <br />8" X 8" X 16" KNOCK OUT BLOCK <br />TOP COARSE WItH I MS HORIZ <br />" REOAR TIED TO ALL VERTICAL RODE <br />1 <br />lv <br />L BOX STEEL LINTELS OVER ALL WINDOW <br />AND DOOR OPENINGS, NO 0 5 1QE0AR <br />R%UIRED ON BLAME UP TO 24'0" <br />WITH NO MORE THAN &C6L88 PLF <br />OP TIONAL F.0WOR 15OX LI DETAIL <br />$" X $' X 16" KNOCK C T OLOGK <br />tOP COAR81+ W►tH 1 ,0 5 HORIZONTAL <br />1 <br />RIlf3AR TIED TO ALL VERTICAL ROD8 <br />8" X 6" X 16" KNOCK OUT BLOCK <br />' OVER FLOWER 6TM LINTELS, WITH <br />i EACH 0 3 REIBAR IN T1416 COARSE <br />WHEN SPAN OF LINTEL 16 OVER 14" <br />OJOTIONtAt POWIFA $T 5L 1 PETAIL <br />6" X 8" X 16" KNOCK OUT BLOCK <br />f0P COARSE# WITH 1 #5 HORIZONTAL <br />All REAR TIED TO ALL VER RODE <br />8" PRECAST LINTIEL DLOCK <br />OVER ALL OPENING$, I EACH <br />#5 REBAR IN THI$ COARSEN WHEN <br />$PAN OF LINTEL OVER 3'2" <br />? �'IQi I.. T ►N '? it t C ST DETAIL <br />NC[k ?116 LINTEL +3 REBAR <br />WO LAPS M{Nk}- H <br />" 10' WI 2 TIE$ <br />(OOtEr3. •9 REOAR <br />REBAR LAP 00AIL.$ <br />C t TryE GARI[[31 IN$t114Ah1G �. tF+ � <br />± F>xTID 1� _ 1. 496 W <br />i 1 l pTTQ X FEES) ICt 041 1,kA D4 Ft2Oi <br />s T IE WR.Ia fAlt 'Ai1 Wf 0 FR4Yloo. , 1�k CONA T14N <br />D,RA � 60 Sy r 4 TH9 y96k,4A W LL Not Ibs LV&U re13 co o+" <br />R !IRS Tt�tbT I <br />1/2" CDX OR 1/16" 089 ROOF SHEATHING <br />NAILED 6" OC ON ALL EDGES AND IN THE <br />FIELD WITH 80 NAILS, USE STEEL PLYCLIPS <br />AND 0 15 FELT WITH SHINGLES, RIDGE VENT <br />AS REQUIRED <br />USE (1) SIMPSON HETA20 TRU66 STRAP <br />POURED IN LINTEL AT ALL TRUSS BEARING <br />LOCATIONS EXCEPT AS NOTED ON TRU66 <br />PLAN. FILL ALL NAILS HOLES WITH 100 X <br />1 1/2" NAILS <br />2X4 OR 2X6 WOOD " WITH <br />ALUMINUM SOFFIT AND FAC81A <br />TRIM <br />SEE LINTEL CHART <br />ALUMN B.H. WINDOWS <br />ENGINEERED ROOF <br />TRU88E8 24" OC <br />MIN R -22 INSULATION <br />iN ALL ATTIC AREAS <br />1/2' CEILING TYPE GYPSUM BOARD <br />61NGLE BOND BEAM 1 14TH lU 0 5 <br />REBAR CONTINUOU8 TIED TO ALL <br />VERTICAL R008 <br />3/4' P.T. FURING WITH 3/4" TUFF R <br />+ NBULATION BOARD AND V2' GYPSUM <br />MASONRY SILLS <br />8 BLOCK WALL 8'0" IN HEIGHT L <br />DECORATIVE CEMENTITOUB FIN18N <br />16 X 12" FOOTINGS WITH <br />(2) 0 5 REBAR ON CHAIRS <br />GROUND WIRE; TO <br />FOOTING REBAR <br />TYPICAL 4" CONCRETE BLAB (LATH WIRE MESH <br />OR FIBER ME8H AND 6 MILL V18QUEEN OVER <br />CLEAN COMPACT TERMITE TREATED SOIL <br />n3 VERTICAL RODE FROM <br />f FOOTINGS TO BOND BEAM <br />12 1, 4 ■ <br />WITH 24" LAP MINIMUM <br />BOTTOM OF FOUNDATION <br />MINIMUM 1 2" BELOW GRADE <br />a 0 OL.00K WALL. DETAIL. NOT TO SCALE <br />SEE FLC <br />PLAN <br />PORCH BLAB <br />-------------- y___ <br />A � A <br />POST / #SEAM DETAIL <br />PRE -ENG. TRUSSES <br />SIMPSON H10 <br />W /8-8d TO TRUSS <br />4 TO BEAM <br />- SIMPSON AC.4 MAX POST TO BEAM <br />ANCHOR 8- 16D NAILS TO POST AND <br />12 -160 NAILS TO BEAM <br />4' X 4" P.T. WOOD POST <br />SIMPSON ABU44 W/ IZ - 16d COMMONS <br />TO POST - (1) 5/8" X 6" ANCHOR BOLT <br />MUST HAVE 2" MIN CONCRETE EDGE ON <br />ALL SIDE OF POST ANCHOR <br />12" X 24" X 24" PAD WITH <br />3 EACH 65 REBAR EACH <br />DIRECTION. CENTER PAD <br />ON POST <br />8" SLOCiG WALL <br />4" CONCRETE BLAB - <br />N!IN. 2500 P81 <br />OVER TREATED '5 VERTICAL REBAR <br />COi 1PACTED FILL <br />N <br />2 - REBAR 0 0 <br />ON CHAIRS <br />1 -ii <br />FIRM WALL MONO. INT BEARING FOOTING DETAIL <br />30' O" - --- ---- --- <br />FOUNDATION 4 FL.UMBI NG PLAN 1/4" = 1 <br />ALL FIXTURE LOCATIONS MUST BE VERIFIED FROM FLOOR PLAN <br />AND 8 THE RE$PONVE;33ILITY OF PLUMBING CONTRACTOR TO PLACE <br />FIXTURE$ N CORRECT LOCATION. PLUMBING DRAIN LINES ARE NOT A <br />STRUCTURAL PART OF DRAWINGS AND MAY VARY IN F ;ELD U1iTPMT <br />APPROVAL FROM ENGINEER OF RECORD, <br />ARKAY ENGINEERING INC. <br />6TRUGP 'G1I+tEf2li <br />RICHARD L KICp%Y P)ZA31n& <br />FLORIDA L)CEN89 NUM <br />I HERBY CERTIFY THAT THE61t PLAN$ AND WECIFICAT10N5 <br />WA8 PREPARED BY ME OR LEER MY DIREt t SWERVINON <br />ARE IN COMPLIANCE WITH T149 FLORIDA BUILDING CODS 2001 <br />FOR 110 MPH ( 3 6ECOND GU6? ) WIND ZONES - 90 MPH RAOT96T <br />6PE W <br />N <br />Z <br />13 <br />Q <br />O <br />G N <br />Z <br />p N <br />tu <br />>_ z A if <br />p <br />V <br />y <br />v <br />J <br />IY <br />} <br />E <br />p <br />M N a <br />Q O <br />W " z <br />F-= <br />Q <br />V� <br />n <br />�L <br />@ <br />Q V U <br />V V <br />0 V <br />N <br />UNIT • 1 <br />LIVING 816.0 <br />ENTRY 42.6 <br />TOTAL 858.6 <br />UNIT 0 2 <br />LIVING 800.0 <br />ENTRY 20.0 <br />TOTAL 820.0 <br />TOTAL 1618.6 <br />O <br />ARKAY 703 ( <br />