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LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS <br />CHART UNLESS NOTED ON FLOOR PLAN BY OPENING <br />LINTEL LOAD CHART l 1611 DEEP SECTION <br />CLEAR SPAN <br />CONCRETE U LINTEL <br />"POWER" STEEL <br />"POWER" STEEL <br />BOX LINTEL <br />1' - 6" <br />4981 PLF ( UNFILLED) <br />1010 PLF L-2 <br />S865 PLF <br />2' - 2" <br />3435 PLF ( UNFILLED) <br />6626 PLF L-2 <br />6830 PLF <br />2' - 8" <br />27T1 PLF ( UNFILLED) <br />5296 PLF L-2 <br />5549 PLF <br />3' -2" <br />2332 PLF ( UNFILLED) <br />4508 PLF L-2 <br />4613 PLF <br />4'- 0" <br />1835 PLF ( UNFILLED) <br />3535 PLF L-2 <br />3699 PLF <br />4' - 6" <br />1624 PLF ( UNFILLED) <br />3154 PLF L-2 <br />3288 PLF <br />5' - 2" <br />2139 PLF » <br />2146 PLF L-2 « <br />2864 PLF « <br />W - 2" <br />2211 PLF « <br />22W PLF L-2 - <br />2400 PLF » <br />1' - 0" <br />1981 PLF « <br />2025 PLF L-2 » <br />2114 PLF « <br />W - O" <br />1123 PLF » <br />1168 PLF L-2 - <br />2213 PLF » <br />9' - 2" <br />148% PLF « <br />1545 PLF L-2 - <br />1984 PLF « <br />10' - O" <br />1354 PLF « <br />1414 PLF L-2 - <br />ISIS PLF « <br />10' - 8" <br />1211 PLF « <br />1325 PLF L-2 - <br />1110 PLF » <br />II' - 2" <br />1200 PLF » <br />1230 PLF L-2 » <br />162S PLF » <br />12' - 0" <br />1109 PLF « <br />1118 PLF L-2 « <br />1515 PLF « <br />12' - 8" <br />1044 PLF » <br />1116 PLF L-2 •• <br />1436 PLF » <br />13' - 4" <br />1398 PLF » P <br />1381 PLF L-2 « SL - 1 <br />1364 PLF » <br />14' - 0" <br />1321 PLF » P <br />1321 PLF L-2 « 8L - I <br />12SS PLF « <br />I6' - D" <br />1152 PLF » P <br />1048 PLF L-2 « SL - 1 <br />1131 PLF « <br />IB' - 0" <br />1016 PLF » P <br />828 PLF L-2 - SL - I <br />S60 PLF « <br />18' - 8" <br />S-M PLF » P <br />T70 PLF L-2 » SL - I <br />893 PLF » <br />20' - O" <br />816 PLF « P <br />629 PLF L-2 - SL - 1 <br />184 PLF - <br />22' - 8" <br />189 PLF - P <br />523 PLF L-2 - SL - 1 <br />606 PLF - <br />« - DENOTES 05 REBAR X CONT. PLACED IN BOTTOM COURSE AND <br />IV' DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE. <br />« P - DENOTES PRE STRESSED U LINTEL WITH 05 REBAR X CONT. <br />PLACED IN BOTTOM COURSE 4 1&" DEEP BEAM POURED SOLID <br />WITH 2500 PSI CONCRETE <br />8" X S" X I6" KNOCK OUT BLOCK <br />TOP COARSE WITH I O5 HORIZONTAL <br />REBAR TIED TO ALL VERTICAL RODS <br />r.-; <br />J <br />/ <br />BOX STEEL LINTELS OVER ALL WINDOW <br />iREQUff <br />AND DOOR OPENINGS, NO G5 REBAR <br />�+ <br />IRED ON BEAMS UP TO 24'0" <br />WITH NO MORE THAN 6061-158 PLF <br />OPTIONAL POWER BOX LINTEL DETAIL <br />8" X 8" X 16" KNOCK OUT BLOCK <br />TOP COARSE WITH 1 05 HORIZONTAL <br />all REBAR TIED TO ALL VERTICAL RODS <br />•/ 8" PRECAST LINTEL BLOCK <br />OVER ALL OPENINGS, I EACH <br />o. N5 REBAR IN THIS COARSE WHEN <br />SPAN OF LINTEL OVER 5'2" <br />OPTIONAL STANDARD PRECAST DETAIL <br />4" CONCRETE SLAB <br />MIN, 3000 PSI <br />OVER TREATED <br />COMPACTED <br />�OxrO 10/10 WU <br />(OR EQUAL) <br />2-05 REBAR TIE <br />ON CHAIRS <br />DRILL I"X6" HOLE INTO EXISTING WALLS 24" OC <br />AND EPDXY 05 REBAR FROM NEW BLOCK WALL <br />INTO EXISTING BLOCK WALL. REBAR TO BE 12" <br />LONG WITH 6" INTO EXISTING WALL 6" IN NEW <br />BLOCK WALL <br />�m <br />8" X 8" X 16" KNOCK OUT BLOCK <br />TOP COARSE WITH 1 05 HORIZONTAL <br />REBAR TIED TO ALL VERTICAL RODS <br />r+: <br />8" X 8" X 16" KNOCK OUT BLOCK <br />OVER POWER STEEL LINTELS, WITH <br />I EACH 45 REBAR IN THIS COARSE <br />WHEN SPAN OF LINTEL IS OVER 12'4" <br />OPTIONAL POWER STEEL LINTEL DETAIL <br />HORIZONTAL LINTEL *5 REBAR <br />HOOK LAPS MINIMUM <br />IO" WI H 2 TIES <br />N <br />1 FOOTER 05 REBAR <br />ROD CHAIRS -%� 27 <br />TYPICAL PORCH MONOLITHIC FOOTER <br />DRILL I" X 6" HOLE INTO EXISTING BOND BEAM <br />AND EPDXY 45 REBAR FROM NEW BOND BEAM <br />INTO EXISTING BOND BEAM, <br />EXISTING WALL <br />DRILL 1" X 6" HOLE INTO EXISTING FOOTINGS <br />AND EPDXY 05 REBAR FROM NEW FOOTINGS <br />INTO EXISTING FOOTINGS <br />REBAR LAP DETAILS <br />05 VERTICAL ROD TIED AT TOP AN <br />BOTTOM AND AT EACH ROD IN BETWEEN <br />NEW WALL <br />NEW BLOCK WALL TO EXISTING WALL DETAIL <br />513' l V2" <br />FOUNDATION 4 FLU SING FLAN <br />1/ " = 11 OII <br />ALL FIXTURE LOCATIONS MUST BE VERIFIED FROM FLOOR PLAN <br />AND IS THE RESPONSIBILITY OF PLUMBING CONTRACTOR TO PLACE <br />FIXTURES IN CORRECT LOCATION. PLUMBING DRAIN LINES ARE NOT A <br />STRUCTURAL PART OF DRAWINGS AND MAY VARY IN FIELD WITHOUT <br />APPROVAL FROM ENGINEER OF RECORD. <br />VS FROM FOOTINGS <br />OF WALL. PLACED AS <br />1 HEREBY CERTIFY THAT I HAVE REVIBJIED THE ATTACHED <br />DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER <br />16, SECTION 1609 OF TI4E FLORIDA BUILDING CODE FOR 120 MPH <br />(3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE <br />ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND ALL <br />200% SUPPLEMENTS <br />_ q. <br />T.L. HANSON P.E. LICENSE NO. 38654 <br />P.O. BOX 1128, DADE CITY, FL 33526 <br />ti N <br />Z <br />V h � <br />Z (n W N <br />W <br />QLO N a <br />Z �. M M Q <br />� <br />Im E5 <br />Qjr <br />LL LLJ <br />Z 0 G <br />0 N <br />tN O <br />a N N <br />= V C4 <br />N In N LAJ a <br />< m M W <br />W a <br />V N <br />LL W <br />LL <br />c+1 <br />to <br />:z ij m <br />V% c4 Ul <br />N � <br />Z 0. <br />U1 111 o _p Z <br />O wZ �LL <br />o <br />Z� �zh z <br />Z Ll 15Z oV i <br />� <br />3: <br />Z <br />U z- <br />:3w <br />d zZ <br />lz5 <br />4* O 111 <br />C4 <br />� N <br />�n <br />m <br />Q <br />_0 <br />N <br />03 <br />O <br />0 <br />QtL <br />o <br />O <br />z <br />Q Q <br />O � <br />uwn— Q <br />zv0 <br />ED u— <br />n� Z <br />O � <br />Q <br />ADDITION <br />LIVING 160 <br />SCREEN <br />PORCH 341 <br />GARAGE <br />ENTRY 62 <br />TOTAL 563 <br />pG <br />30r-ro <br />