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LINTEL WAD CNA1gT l 16" 000 $OCTION 3 <br />CLEAR 6PAN <br />CONCRSTS U LINTEL. <br />"POWeR' ATERL <br />O NT ST E EL <br />1' • 6 <br />4981 PLP l UNFILLED ) <br />1014 P1.P L - 2 <br />3869 PLF <br />2' - 2' <br />3439 PLP l UNFILLED ) <br />6626 PLIF L-2 <br />6830 PLR <br />y - a' <br />2111 PLP ( UNFILLED ) <br />9290 PI.,tK L -2 <br />9949 PLR <br />3' - Y <br />2332 PLF l UNFILLED ) <br />4308 PLP L -2 <br />4613 PLR <br />4'- O' <br />1636 ( UNFILLED ) <br />3939 PLF L -2 <br />3639 PLR <br />4'- 6' <br />1624 pLF l UNFILLED ) <br />3134 PLR L -2 <br />3288 PLP <br />7139 PL-F - <br />7246 " L -2 •• <br />3804 PLP » <br />6' - Y <br />2711 pv - <br />2298 PLP L -2 - <br />2400 PLP - <br />1' • O' <br />1981 PLIf » <br />2029 PLR L -2 - <br />2114 PLF » <br />q <br />1123 Pl.P » <br />1168 PLP L -2 » <br />2213 PLR <br />2' <br />1489 PLP » <br />1948 PLR L -2 - <br />I984 PLF <br />10' - O' <br />1334 pLR » <br />1414 PLR L -2 - <br />1819 PLP » <br />10' - an <br />1711 PL..P - <br />1323 PLR L -2 - <br />1110 PLR •• <br />W-2 <br />1200 PLF - <br />1230 PLP L -2 - <br />1623 PL-F <br />4-0 <br />1109 PLR - <br />1118 PL IF L -2 - <br />ISIS PLR » <br />12' - 8' <br />1 PLR - <br />1116 PLP L -2 » <br />1436 PLP » <br />13' - 4' <br />4398 PL IF - P <br />1381 PLR L -2 - 6E - - 1 <br />1364 PLR - <br />!4' - O' <br />1321 PLIF - P <br />1321 PLF L-2 - SL - I <br />1239 PLR <br />.61 - O' <br />1132 PLF - P <br />1048 PL-IF L -2 - SL - 1 <br />1131 PLF •• <br />1016 PLF P <br />828 PLF L -2 - SL - 1 <br />960 PLR - <br />18' - 8' <br />311 PLP » P <br />110 PL-IF L -2 » SL - 1 <br />893 PLF - <br />20' - O' <br />616 PLF - P <br />629 PLF L -2 » SL - I <br />184 PLR » <br />?2' - 8" <br />189 PLR - p <br />923 PLP L -2 » 6L - 1 <br />606 PLR » <br />•• - DENOTES 0 3 RWAR X CONT. PLACED IN E30TTOM COURSE AND <br />16' DEEP BEAM POURED SOLID UMTtI 2900 P61 CONCRETE. <br />- P - DE NOTES PRO STRESOED U LINTEL UN 0 3 RE OAR X CONT. <br />PLACED IN BOTTOM COUR65 t 16' DEEP BEAM POURED SOLID <br />WITH 2300 P6E CONCRETE <br />- S - DENOTES IN BOTTOM COURSE i (b) - 9 / 16" SMOOTH STIRRUPS <br />AT 8' OC AT EACH END IN A 16' DEEP BEAM POURED SOE -ID <br />WITH 2300 PSI CONCRETE <br />8' X $" X 10" KNOCK OUT eLOCK <br />TOP COARSE WITH 1 HORIZONTAL <br />" kFE)AR T11�0 TO ALL VERTICAL RODS <br />1-71 � <br />U!� e' PRECAST LINTEL BLOCK <br />y , OVER ALL OFENINGS, I EACH <br />6 8 REBAR IN TH16 COARSE WHEN <br />SPAN OF LINTEL OVER 9'2' <br />OPTIONAL STANDARD PRECA4T DETAIL <br />8" X 8 X 16" KNOCK OUT BLOCK <br />TOP COARSE WITH 1 0 5 HORIZONTAL <br />" REBAR TIED TO ALL VERTICAL RODS <br />BOX STEEL LINTELS OVER ALL WINDOW <br />• AND DOCR OPENING$, NO 0 5 REBAR <br />•R ; RE(XIRE0 ON BEAMS U P TO 24 <br />WITH NO MORE THAN 6061-158 PLF <br />OPTIONAL POUTER E30 LINTEL DETAIL <br />8" X 6" X 16" KNOCK OUT BLOCK <br />TOP COARSE WITH 1 1 8 HORIZONTAL <br />$„ REBAR TIED TO ALL VERTICAL RODS <br />! 8" X 8" X 16" KNOCK OUT BLOCK <br />' f OVER FOWER STEEL LINTELS, WITH <br />1 EACH •g REBAR IN THIS COARSE <br />!1114EN SPAN OF LINTEL 16 OVER I2'4" <br />OPTIONAL POUTER $TEEL LINTEL DETAIL <br />all <br />1/2' 4PLY COX OR 1/16' 060 ROOF 6HEATNING <br />HAILED 6' OC ON ALL EDGER AND IN THE FIELD <br />WITH 80 NAIL$, USE STEEL PLYCLIP$ AND 0 19 FELT <br />WITH 6HINOLE6, RIDGE VENT AS RE=IRED <br />REFER TO SIMPSON CONNECTION CHART <br />AND TRUE$ ENGINEERING FOR APPROVED <br />SCRAP <br />NCRIZONTAL LINTEL il3 REBAR <br />NOOK LAPS MINIMUM <br />10" WITH 2 T ES <br />i <br />FOOTER '3 REBAR <br />ROD CHARS <br />REE3AR LAP DETAILS <br />ENGINEERED ROOF <br />TRU66E$ 24" OC tt <br />cil <br />MIN R -22 INSULATION <br />IN ALL ATTIC AREAS <br />R -11 IN KNEE WALLS <br />2X6 WOOD 6U9 WITH ALUMINUM <br />SOFFIT AND FACSLA TRIM <br />SEE LINTEL CHART <br />ALUMN $.14. WINDOWS <br />MASONRY 6ILL6 <br />A. <br />8' 19LOCK WALL 8'0' IN HEIGHT L <br />DECORATIVE CEMENTItOU$ FIN1614 <br />APPROX GRADE! <br />6' X 16' FOOTINGS WITH <br />(2) O3 REBAR ON CHAIRS <br />\ - 1/2' CEILING TYPE GYPSUM BOARD <br />y SINGLE BOND BEAM WITH (1) #9 <br />REBAR CONTINUOUS TIED TO Al <br />VERTICAL RODS <br />_ 3/4" P.T, MIRING WITH R4.9 AL FOIL <br />INSULATION AND V2' GYPSUM <br />TYPICAL 4' CONCRETE SLAB WITH WIRE MESH <br />OR FIBER MESH AND 6 MILL V18QUEEN OVER <br />CLEAN COMPACT TERMITE TREATED SOIL <br />19 VERTICAL RODS FROM <br />FOOTING$ TO E30ND BEAM <br />WITH 24' LAP MINIMUM <br />L <br />GROUND WIRE FROM 18,+ STEM WALL NOTI?s 9TEMUTALL HEIGHT TO 159 DETERMINED <br />FOOTING RWAA TO 130TTOM OF FOUNDATION PER THE OWNER F CONTRACTOR TO FIT TH8 6IT8 <br />PANE,. PER KILO. MINIMUM 12' aEL-OW GRADE (MAXIMUM 4 MKP08ED COUR8E8 IN HEIGHT I MORE <br />THAN 4 COUR$F.6 ARE NEEDED _ CONTACT ENGINEER <br />PRIOR TO FOUNDATION POUR. <br />8' O" IBLOCK WALL. DETAIL. NOT TO SCALE <br />- H9 CLIENT UNOW6TAN06 THAT THB DEi$KROA CARRI06 NO WAIb LITY INN,{ t"11 AMP THEREFOR$ <br />A4REEO TO 4" HAPML]rdA IC";FY, ANO O �li�lIGNER FROE1 AU. CI. J10 L066W AND <br />V<PNN60 (IN NO 9LA60RAQI,E AT10KNGY F9904) APJ6U i OUT 00 OR ROUL FROM T1 d <br />ft*) 00. THN 6,r- ATGNFR WILL IN WCO FAITH ATT"T TO PROV08 ER Ft2 <br />RCA E8 COMTRUCTION <br />t>IAWINGB. Sut IN THE EYFKt q¢R OC�GUR T148 M IGNER W L NOt 68 LTA" FCR 0061 OR <br />REPAIRS CIk DELAY TO TI4IEI C0NbTRIiGT10t4 i 9. <br />4" CONCRI9TIE SLAB <br />MIN. 2340 P81 <br />OVER TREATED <br />COMPA% -0 1=11 ' <br />6X6 10 ✓10 Uu <br />(OR EQUAL) <br />2 - REBAR TIE <br />ON CHAIRS <br />TYPICAL MONOLITHIC FOOTER <br />41' 4" <br />TNT BTU_ t� WM CHOREO i <br />PJ. P LA T <br />WITH BOLTS AT 24" Q.C. <br />4' CONGRl3TH SLAB <br />MIN, 2300 PSI <br />OVER TREATED <br />COMPACTEp FILL <br />6x6 1010 uJUJM <br />(OR 54"L) <br />4 <br />__ _– ___ - -__�� <br />I -M REBAR 4 Yl" 8� <br />ON CHAIR$ -11a 14- <br />NON LOAD OARING GARAGE: FOOTING <br />FOUNDATION 4 FL.UMEBING PLAN 1/4" = 11011 <br />ALL FIXTURE LOCATIONS MUST 6E VERIPE_O FROM FLOOR PLAN <br />AND 16 THE RE6PON6161LITY OF PLUMBING CONTRACTOR TO PLACE <br />FIXTURES IN CORRECT LOCATION, PLUMBING DRAIN LAYOUT WILL BE <br />DETERMINED IN FIELD OY CONTRACTOR. <br />ARKAY lEJCsINR NG INC. <br />6TRUCTU' AL Wr•IHFEK6 <br />RICHARD L, KI000Y P <br />FLORIDA L ICEN60 N141111 F$ 312`36 <br />I HER16Y CERTIFY "HAT T 4" PLMO ANL? 6psrGIFiCAt10tJ8 <br />WA$ PRFPAR90 9Y III OR UNDER MY i>iRKT "ERY1610H <br />ARE IN COMF AKN WITLa THIS t"t.OA10A IEM.tkOING CODE 2001 <br />FOR IV MPH ( 3 SECOND "T ) WIND IONS - 90 MPH FA8tg6t <br />$ESE <br />M <br />g) rj <br />3 �w <br />a <br />r . BANDt'IPEi� III <br />LAk'EYIEIU urn <br />GARAGE LBPt <br />LIVING 1269 <br />GARAGE! 410 <br />PORCH 69 <br />TOTAL I159 <br />Im 01 <br />PIG .. <br />t^ <br />u <br />z "Of": -4 <br />ARK,cEY <br />