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LINTEL LOAD CHART l 16 DEEP SECTION CLEAR $PAN CONCRSTB U LINTEL "POWER" StEEL "POWER' STEEL BOX LINTEL I - 6" 4381 PLF ( UNFILLED ) 1010 PLF L -2 3865 PLF 2'- 2" 3435 PLF ( UNFILLI =D ) 6626 PLF L -2 6830 PLF 2 2111 PLF ( UNFILLED ) 5296 PLF L -2 5549 PLF 3' - 2" 2332 PLF ( UNFILLED ) 4308 PLF L -2 4613 PLF 4' - O 1835 PLF ( UNFILLED ) 3535 PLF L -2 3699 PLR 4' - 6" 1624 PLF ( UNFILLI =D) 3154 PLF L -2 3288 PLF 3' - 2" 2139 PLF » 2146 PLF L -2 « 2864 PLF » 6' - 2" 2211 PLF « 2298 PLF L -2 « 2400 PLF « 11-ON 1981 PLR « 2025 PLF L -2 « 2114 PLF « so -on 1123 PLR is 1168 PLF L -2 « 2213 PLF « 13 2" 1489 PLF « 1545 PLF L -2 « 1984 PLF « 10' - O 1354 PLF p 1414 PLF L -2 « 1819 PLF « 10 1211 PLF « 1325 PLF L -2 « 1110 PLF » 11' - 2" 1200 PLF » 1230 PLF L -2 « 1629 PLF « 12' - O" 1109 PLF « 1118 PLF L -2 « 1515 PLF to 12' - O 1044 PLF » 1116 PLR L -2 « 1436 PLR « 13' - 4" 1388 PLF » P 1381 PLF L -2 » $L - 1 1364 PLR « 14' - O 1321 PLR « P 1321 PLF L -2 is $L - I 1199 PLF » 16 1152 PLF « P 1048 PLF L -2 to SL - 1 1131 PLF « 18' - O" 1016 PLF is P $28 PLF L -2 « SL - 1 960 PLF » 18' - O 911 PLF of P 110 PLF L -2 .. SL - 1 893 PLF +- 20' - O 016 PLF « P 629 PLF L -2 » SL - 1 184 PLF « 22' - 8" 189 PLF « P 523 PLF L -2 « SL - 1 606 PLF « » - DENOTES 0 5 RE15AR X CONT, PLACED IN BOTTOM COURSE AND 16' DEEP SEAM POURED SOLID WITH 2500 PSI CONCRETE. » P - DENOTES PRE STRESSED U LINTEL WITH •5 REBAR X CONT. PLACED IN BOTTOM COURSE 1 16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE 8" X a" X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 0 5 HORIZONTAL 8" REBAR TIED TO ALL VERTICAL RODS BOX STEEL LINTEL8 OVER ALL WINDOW . , AND DOOR OPENINGS, NO 0 5 RE15AR °. REQUIRED ON BEAMS UP TO 24'0" WITH NO MORE THAN 6061-58 PLF OPTIONAL POWER 15OX LINTEL DETAIL 6" X 6" X 16 KNOCK OUT BLOCK TOP COARSE WITH 1 w5 HORIZONTAL a " REBAR TIED TO ALL VERTICAL ROD$ - ; 8" X 8" X 16" KNOCK OUT BLOCK OVER POWER STEEL LINTELS, WITH 1 EACH •5 REBAR IN THIS COARSE M WHEN SPAN OF LINTEL 18 OVER 12'4 OPTIONAL POWER STEEL LINTEL DETAIL a" X 6" X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 #5 HORIZONTAL 811 REBAR TIED TO ALL VERTICAL RODS •; -ra a" PRECAST LINTEL BLOCK OVER ALL OPENINGS, 1 EACH •O. +�5 REBAR IN THIS COARSE WHEN u SPAN OF LINTEL OVER 5'2" OPTIONAL STANDARD PRECA8T DETAIL 25 HORIZONTAL LINTEL •5 REBAR HOCK LAPS MINIMUM 10" WI H 2 TIES /- FOOTER "5 REBAR ROD CHAIRS 25" REBAR LAP DETAILS THE CLIENT UNDERSTAND& THAT THE DESIGNER CARRIES NO LIADILITY INSURANCE AND THEREFORE AGREE6 TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, L088E6 AND EXPENSE6 (INCLUDING REA80NA15LH ATTORNEY FEES) AR181NG OUT OF OR RESULTING FROM THE PROJECT. THIS DESIGNER WILL W GOOD FAITH ATTEMPT TO PROVIDH ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THH EVENT ERRORS OCCUR THIN DESIGNER WILL NOT 1513 LIABLE FOR COST OF REPAIR& OR DELAY TO THE CONSTRUCTION 1/2" COX OR - 1/16" OSB ROOF SHEATHING NAILED 6" OC ON ALL EDGES AND IN THE FIELD WITH 80 NAILS, USl? STEEL PLYCLIPS AND 0 15 FELT WITH SHINGLES, RIDGE VENT AS REQUIRED USE (1) SIMP60N HETA20 TRUSS STRAP — ENGINEERED. ROOF POURED IN LINTEL AT ALL TRUSS BEARING TRUSSES 24" QC LOCATIONS EXCEPT AS NOTED ON TRUSS PLAN. FILL ALL NAILS HOLES WITH IOD X 1 1/2" NAILS MIN'R -22 INSULATION IN ALL ATTIC AREAS 2X4 OR 2X6 WOOD SUB WITH 0 I/2" CEILING TYPE GYPSUM BOARD ALUMINUM SOFFIT AND FACSIA TRIM SEE LINTEL CHART SINGLE BOND BEAM WITH (U 0 5 REBAR CONTINUOUS TIED TO ALL VERTICAL RODS ALUMN S.H. WINDOWS 3/4" P.T. FURING WITH 3/4" TUFF R INSULATION BOARD AND 1/2" GYPSUM MASONRY SILLS TYPICAL 4" CONCRETE SLAB WITH WIRE MESH OR FIBER MESH AND 6 MILL VISQUEEN OVER 8" BLOCK WALL 8'O" IN HEIGHT CLEAN COMPACT TERMITE TREATED SOIL DECORATIVE CEMENTITOU$ FINISH —� 16 X 12" FOOTINGS WITH (2) fS REBAR ON CHAIRS +5 VERTICAL RODS FROM GROUND WIRE TO FOOTINGS TO BOND BEAM FOOTING REBAR 12" �4" I l WITH 24" LAP MINIMUM BOTTOM OF FOUNDATION MINIMUM 12' BELOW GRADE a 8'0" 13L"OCK WALL OFETAIL NOT TO SCAL r= SEE FLC PLAN PORCH BLAB PRE -I:NG. TRUSSES SIMPSON HIO W /8-8d TO TRUSS / TO BEAM SIMPSON AC4 MAX POST TO BEAM ANCHOR 8- 16D NAIL$ TO POST AND 12 -160 NAILS TO BEAM 4' X 4" P.T. WOOD POST SIMPSON A15U44 W/ 12 - 16d COMMONS TO POST - (1) 5/8" X 6" ANCHOR BOLT MUST HAVE 2" MIN CONCRETE EDGE ON ALL SIDE OF POST ANCHOR 12" X 24" X 24" PAD WITH 3 EACH #5 REBAR EACH DIRECTION. CENTER PAD ON POST POST / 155AM OF-TAIL 4" CONCRETE BLAB MIN, 2500 PSI OVER TREATED COMPACTED FILL 2 - RE13AR ON CHAIRS 6" BLOCK WALL 05 VERTICAL REBAR -- - - - - - - - - - - - - - - - - T N O O FIRE WALL MONO, INT BEARING FOOTING DETAIL I 30 ........,..., .- ALL FIXTURE LOCATIONS MUST BE VERIFIED FROM FLOOR PLAN AND IS THE RESPONSIBILITY OF PLUMBING CONTRACTOR TO PLACE FIXTURES IN CORRECT LOCATION, PLUMBING DRAIN LINES ARE NOT A STRUCTURAL PART OF DRAWINGS AND MAY VARY IN FIELD WITHOUT APPROVAL FROM ENGINEER OF RECORD. ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS RICHARD L. KIOPSY P.E. FLORIDA LICENSE NUMBER 31196 i HERSY CERTIFY THAT THI=3S PLANS AND SPECIFICATIONS WAS PREPARED SY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2001 FOR 110 MPH ( 3 SECOND GUST ) WIND ZONH - 90 MPH FASTEST SPEED O O W Z N C 0 Q C 0 0 LL. W rx 2 O � � C O C4, as 3 w N a z M W r W G V � O r z z U- N z _ l z� a�a 0 '4 Q Q 4 al C4 QL z o z A v� :Z r E o ��v V C4 UNIT 0 1 LIVING 816.0 ENTRY 42,6 TOTAL 858.16 UN1`fi #2 LIVINGS 800.0 ENTRY 20.0 TOTAL 820.0 TOTAL 1618.6 PG 2OF4 A RiKAY # 7531 FOUNDATION 4 PLU1" eING PLAN 1/4 = 11011