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LINTEL LOAD CHART l 16" DEEP SECTION <br />CLEAR SPAN <br />CONCRETE U LINTEL <br />"POWER" STEEL. <br />tt N <br />PBOWXERLIN <br />O tEL <br />1' - 6" <br />4981 PLF ( UNFILLED ) <br />1010 PLF L -2 <br />9865 PLF <br />2' - 2" <br />3433 PLF ( UNFILLED ) <br />6626 PLF L -2 <br />6830 PLF <br />2'- 8" <br />2111 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' - O <br />1835 PLF ( UNFILLED ) <br />3535 PLF L -2 <br />3699 PLR <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 />6' - 2" <br />2711 PLF » <br />2298 PLF L -2 » <br />2400 PLF » <br />1 <br />1981 PLF » <br />2025 PLF L -2 » <br />2114 PLF » <br />W-0 <br />1123 PLF » <br />1168 PLR L -2 » <br />2213 PLF » <br />% <br />1489 PLF » <br />1545 PLF L -2 » <br />1984 PLF » <br />10' - O <br />1354 PLF » <br />1414 PLF L -2 » <br />1819 PLF » <br />)0' - e" <br />1211 PLF » <br />1325 PLF L -2 » <br />1110 PLF » <br />II' - 2" <br />1200 PLF » <br />1230 PLF L -2 » <br />1629 PLF » <br />12' - O" <br />1109 PLF » <br />1118 PLF L -2 » <br />1515 PLF » <br />12' - O <br />1044 PLF » <br />1116 PLF L -2 » <br />1436 PLF » <br />13' - 4" <br />1398 PLF » P <br />1381 PLF L -2 is SL - 1 <br />1364 PLF as <br />14' - O <br />1321 PLF » P <br />1321 PLF L -2 » SL - I <br />1299 PLF w <br />16 <br />1152 PLF » P <br />1048 PLF L -2 » SL - 1 <br />1131 PLF » <br />18' - O" <br />1016 PLF - P <br />828 PLF L -2 » SL - 1 <br />960 PLF to <br />18' - e" <br />911 PLF is P <br />110 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 to P <br />323 PLF L -2 » SL - 1 <br />606 PLF » <br />» - DENOTES 0 5 REBAR X CONT. PLACED IN BOTTOM COURSE AND <br />16" DEEP SEAM POURED 60LID WITH 2r • Pfl CONCRETE <br />» P - DENOTES PRE STRESSED U LINTEL WITH 0 9 REISAR X CONT. <br />PLACED IN BOTTOM COURSE t w DEEP SEAM POURED SOLID <br />WITH 2500 PSI CONCRETE <br />8" X 8" X 16" KNOCK OUT BLOCK <br />TOP COARSE WITH 1 05 HORIZONTAL <br />8 " REBAR TIED TO ALL VERTICAL RODE <br />� e <br />BOX 13TEEL LINTELS OVER ALL WINDOW <br />AND DOOR OPENINGS, NO 0 5 REBAR <br />REQUIRED ON BEAMS UP TO 24'0" <br />4 WITH NO MORE THAN 606LBS PLF <br />OPTIONAL POUWSR I30X LINTEL DETAIL <br />8" X 8" X 16" KNOCK OUT BLOCK <br />TOP COARSE WITH 1 #5 HORIZONTAL <br />REBAR TIED TO ALL VERTICAL RODS <br />--; <br />8" X 8" X 16" KNOCK OUT BLOCK <br />OVER POWER STEEL LINTELS, WITH <br />• I EACH •5 REBAR IN THIS COARSE <br />a WHEN SPAN OF LINTEL 18 OVER 14" <br />OPTIONAL POWFER 3T55L LINT51- DF-TAIL <br />6" X 8" X 16" KNOCK OUT BLOCK <br />II TOP COARSE WITH 1 0 5 HORIZONTAL <br />REBAR TIED TO ALL VERTICAL RODS <br />• ::-; <br />6" PRECAST LINTEL BLOCK <br />e .. OVER ALL OPENINGS, 1 EACH <br />•o, 05 REBAR IN THIS COARSE WHEN <br />SPAN OF LINTEL OVER 5'2" <br />OPTIONAL STANDARD PRECAST DETAIL <br />HORIZONTAL LINTEL "5 REBAR <br />2 " <br />HOOK LAPS MINIMUM <br />b" Wi H Z 'I'IE8 <br />FOOTER 0 5 REBAR <br />ROD CHAIRS <br />I REBAR I - AP DIrTAILB <br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIAOILITY INSURANCE AND THEREFORE <br />AGREES TO HOLD HARMLESS, OEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND <br />EXPENSES (INCLUDING REASONA51-11 ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE <br />PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />DRAWINGS, DUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF <br />REPAIRS OR DELAY TO THE CONSTRUCTION <br />1/2" CDX OR 1/16" 060 ROOF SHEATHING <br />NAILED 0 OC ON ALL EDGES AND IN THE <br />FIELD WITH SO NAILS, U6E STML PLYCLIP6 <br />AND 0 15 FELT WITH SHINGLES, RIDGE VENT <br />AS REQUIRED <br />USE (1) SIMPSON HETA20 TRU68 STRAP <br />POURED IN LINTEL AT ALL TRUSS BEARING <br />LOCATIONS EXCEPT AS NOTED ON TRU66 <br />PLAN, FILL ALL NAILS HOLE6 WITH lOD X <br />1 1/2" NAILS <br />2X4 OR 2X6 WOOD SUB WITH <br />ALUMINUM SOFFIT AND FACSIA <br />TRIM <br />SEE LINTEL CHART <br />ALUMNI S.H. WINDOWS <br />ENGINEERED ROOF <br />TRUSSES 24" OC <br />MIN R -22 INSULATION <br />IN ALL ATTIC AREAS <br />\\\-- 1/2" CEILING TYPE GYPSUM BOARD <br />SINGLE BOND BEAM WITH (1) 05 <br />REBAR CONTINUOUS TIED TO ALL <br />VERTICAL ROD$ <br />3/4" P.T. FURING WITH 3/4" TUFF R <br />INSULATION BOARD AND 1/2" GYPSUM <br />MASONRY SILLS <br />8" BLOCK WALL 8'O" IN HEIGHT L <br />DECORATIVE CEMENTITOU6 FINISH <br />16 X 12" FOOTINGS WITH <br />(2) 05 REBAR ON CHAIRS �\ , <br />GROUND WIRE TO <br />FOOTING REBAR <br />PRE -ENG. TRUSSER <br />8'0" IBL.00K WALL. OFETAIL NOT TO SCALE <br />SEE PLC <br />PLAN <br />SIMPSON HIO <br />u18-8d TO TRUSS <br />1 TO BEAM <br />SIMPSON AC4 MAX POST TO SEAM <br />ANCHOR 8- 160 NAILS TO POST AND <br />12 -160 NAIL$ TO BEAM <br />4" X 4" P.T. WOOD POST <br />SIMPSON ABU44 W/ 12 - 16d COMMONS <br />TO POST - (1) 5/8" X 6" ANCHOR BOLT <br />MUST HAVE 2" MIN CONCRETE EDGE ON <br />ALL SIDS OF POST ANCHOR <br />TYPICAL 4" CONCRETE SLAB WITH WIRE MESH <br />_ OR FIBER MESH AND 6 MILL VIOMEEN OVER <br />CLEAN COMPACT TERMITE TREATED SOIL <br />PORCH BLAB <br />Tp <br />a <br />12" X 24" X 24" PAD WITH <br />3 EACH 0 5 REBAR EACH <br />DIRECTION. CENTER PAD <br />ON POST <br />P08T / BEAM DETAIL. <br />8" HLOCK WALL <br />4" CONCRETE BLAB <br />MIN. 2500 P81 <br />OVER TREATED <br />0 3 VERTICAL REBAR <br />COMPACTED FILL I <br />N <br />2 - REBAR 0 0 <br />ON CHAIRS =:� <br />1 61, G" <br />FIRE WALL MONO, INT BEARING FOOTING DETAIL <br />0 5 VERTICAL RODS FROM <br />FOOTINGS TO BOND BEAM <br />12" 4" <br />WITH 24" LAP MINIMUM <br />BOTTOM OF FOUNDATION <br />MINIMUM 12" BELOW GRADE <br />. <br />I <br />30' O" <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 />ARKAY ENGINEERING INC. <br />STRUCTURAL ENGINEERS <br />RICHARD L. KIDDI:Y P.E. <br />FLORIDA LICENSE NUMBER 31296 <br />I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS <br />WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION <br />ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2001 <br />FOR 110 MPH ( 3 SECOND GUST ) WIND ZONE - 90 MPH FASTEST <br />SPEED <br />0 <br />N z <br />2 o W <br />N <br />N <br />Ln <br />t <br />ca 4g IY <br />o 00 C4 <br />0 N 0 <br />�4 _ y <br />3 � v N � <br />W N Q <br />z Q N z <br />W G M W <br />vq V O <br />W <br />0 <br />Z <br />O <br />z "A <br />4 <br />z � ;r_ uI <br />aNa <br />O <br />'4 <br />Q <br />Q <br />a <br />V <br />m <br />z o <br />� z <br />Q <br />v <br />:Z' <br />�� <br />� A 4 <br />N <br />0 <br />lu �1 <br />�O �v <br />Q ' <br />E Lll <br />N <br />UNIT 0 1 <br />LIVING 816,0 <br />ENTRY 42.6 <br />TOTAL 858,6 <br />UN17 02 <br />LIVING 800.0 <br />ENTRY 2 0.0 <br />TOTAL 820.0 <br />TOTAL 1618.6 <br />PG <br />2OF4 <br />ARKAY N 703 ( <br />FOUNDATION 4 FL_UM eING PLAN 1/4 = 10111 <br />