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LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS CHART UNLESS NOTED ON FLOOR PLAN BY OPENING LINTEL LOAD CHART l 16" DEEP SECTION CLEAR SPAN CONCRETE U LINTEL POWER STEEL "POWER" STEEL BOX LINTEL I' - roll 4881 PLF ( UNFILLED) 1010 PLF L-2 S865 PLF 2' - 2" 3435 PLF ( UNFILLED) 6626 PLF L-2 6830 PLF 2' - 8" 2TT1 PLF ( UNFILLED) 52S6 PLF L-2 554E PLF 3' - 2" 2332 PLF ( UNFILLED) 4508 PLF L-2 4613 PLF 4' - 0" 1835 PLF ( UNFILLED) 3535 PLF L-2 36SS PLF 4'- 6" 1624 PLF ( UNFILLED) 3154 PLF L-2 3288 PLF 5' - 2" 2138 PLF N 2146 PLF L-2 N 2864 PLF 6' - 2" 2211 PLF » 22SS PLF L-2 « 2400 PLF 1' - 0" IS81 PLF « 2025 PLF L-2 « 2114 PLF S' - O" 1123 PLF a 1168 PLF L-2 « 2213 PLF S' - 2" 148E PLF « 1545 PLF L-2 « 1884 PLF 10' - 0" 1354 PLF « 1414 PLF L-2 H ISIS PLF N 10' - 8" 12T1 PLF a 1325 PLF L-2 « 1110 PLF •- 11' - 2" 1200 PLF ., 1230 PLF L-2 » 162E PLF a 12' - 0" IIOS PLF » 1118 PLF L-2 » 1515 PLF N 12' - 8" 1044 PLF » 1116 PLF L-2 « 1436 PLF 13' - 4" 13S8 PLF » P 1381 PLF L-2 » SL - 1 1364 PLF a 14' - 0" 1321 PLF » P 1321 PLF L-2 •- SL - I 12SS PLF « I6' - O" 1152 PLF » P 1048 PLF L-2 « SL - 1 1131 PLF •• 18' - O" 1016 PLF » P 828 PLF L-2 » SL - I S60 PLF M STT PLF » P 110 PLF L-2 » SL - I SS3 PLF 20' - 0" 816 PLF a P 62S PLF L-2 N SL - I 184 PLF 22' - B" 18S PLF » P 523 PLF L-2 -• SL - I 606 PLF a « - DENOTES •5 REBAR X CONT. PLACED IN BOTTOM COURSE AND 16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE. P - DENOTES PRE STRESSED U LINTEL WITH 05 REBAR X CONT, PLACED IN BOTTOM COURSE t 16" DEEP 15EAM POURED SOLID WITH 2500 PSI CONCRETE DRILL I" X 6" HOLE INTO EXISTING BOND SEAM AND EPDXY 05 REBAR FROM NEW BOND SEAM INTO EXISTING BOND SEAM, DRILL I"X6" HOLE INTO EXISTING WALLS 24" Or - AND EPDXY 05 REBAR FROM NEW BLOCK'. WALL INTO EXISTING BLOCK WALL, REBAR TO BE 12" LONG WITH 6" INTO EXISTING WALL 6" IN NEW BLOCK WALL EXISTING WALL 05 VERTICAL ROD TIED AT TOP AN BOTTOM AND AT EACH ROD IN BETWEEN NEW WALL DRILL I" X 6" HOLE INTO EXISTING FOOTINGS AND EPDXY 05 RESAR FROM NEW FOOTINGS INTO EXISTING FOOTINGS NEW BLOCK WALL TO EXISTING WALL DETAIL 2X8 P,T. PLATE BOLTED TO TOP OF BOND BEAM WITH 1/2" X roll ANCHOR BOLTS POURED IN PLACE 24" Or-, 05 REBAR IN CENTER OF FORMED BOND BEAM WITH 25" LAP AT EACH END TIED TO VERTICAL IN WALLS 4 I�� SEE LINTEL CHART T 8" X 8" X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 05 HORIZONTAL REBAR TIED TO ALL VERTICAL RODS h8-I �• BOX STEEL LINTELS OVER ALL WINDOW AND DOOR OPENINGS, NO 05 REBAR REQUIRED ON BEAMS UP TO 24'0" WITH NO MORE THAN 6061-138 PLF OPTIONAL POWER BOX_ LINTEL DETAIL 8" X 8" X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 05 HORIZONTAL REBAR TIED TO ALL VERTICAL RODS �• 8" PRECAST LINTEL BLOCK y OVER ALL OPENINGS. I EACH 05 REBAR IN THIS COARSE WHEN SPAN OF LINTEL OVER BY' OPTIONAL STANDARD PRECAST DETAIL 4" CONCRETE SLAE3 MIN. 3000 PSI OVER TREATED COMPACTED FILL 6X6 10/10 WWM (OR EQUAL) 2-05 REBAR TIE ON CHAIRS 8" X 8" X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 05 HORIZONTAL REBAR TIED TO ALL VERTICAL RODS J • f 8" X 8" X 16" KNOCK OUT BLOCK OVER POWER STEEL LINTELS, WITH I EACH 05 REBAR IN THIS COARSE WHEN SPAN OF LINTEL IS OVER 12'4" OPTIONAL POWER STEEL LINTEL DETAIL HORIZONTAL LINTEL 05 REBAR lie 2511�, HOOK LAPS MINIMUM TIES FOOTER 05 REBAR ROD CHAIRS �� 2 f R�E5AA'1R LAP DETAILS - TYPICAL MONOLITHIC: FOOTER FORMED S"XS" BOND BEAM 1 1/2" BLOW TOP OF RAFTER *5 REBAR VERTICAL RODS FROM FOOTINGS TO BOND WITH 25" LAPS AND CELLS POURED WITH 3000 PSI CONCRETE ------------------ ===========---- 09 IBALLOON eLOCK WALL. DETAIL NOT TO SCALE 0 0 "5 VERTICAL RODS FROM BELOW TO TOP OF WALL. P ALL CORNERS, EACH SIDE OPENINGS AND SPACED ' W O" CC. 2X4 SUB FASCIA WITH ALUMINUM SOFFIT AND FASCIA 48' O" 24- 0" 11 O" 11' O" 21011 GARAGE ADDITION FOUNDATION PLAN 1/411 = 11 OII 2X12 02 PINE RIDGE BEAM WITH (1) SIMPSON LSTAI5 FLAT STRAP OVER TOP OF RIDGE BEAM ON TO TOP OF EACH RAFTER WITH (12) IOD X 1 1/2" NAILS (3) ISD NAILS AT EACH RAFTER TO RIDGE BEAM lU SIMPSON H10 CLIP AT ALL RAFTERS TO WOOD BEAM, FILL NAILS HOLES WITH IOD X 1 1/2" NAILS, DBL 2 X 12 02 PINE BEAM WITH ONE LAYER 1/2" PLYWOOD IN CENTER, BEAM (A) O r roXro P.T, POST (1) SIMPSON HUC410 HANGER AT SIDE OF BEAM (A) TO SECURE BEAM (B). FILL NAIL HOLES WITH IODXI 1/2" NAILS EXPOSED CEILING RAFTERS NO FINISHED CEILING DBL 2 X 12 02 PINE BEAM WITH ONE LAYER 1/2" PLYWOOD IN CENTER, BEAM (B) 2X6 02 PINE 9' O" LONG COLLAR TIE$ NAILED AT EACH END WITH (6) 16D NAILS 1/2" CDX OR -1/16" OSB ROOF SHEATHING NAILED ro" OC ON ALL EDGES AND IN THE FIELD WITH SD NAILS, USE STEEL PLYCLIPS AND 015 FELT WITH SHINGLES, RIDGE VENT AS REQUIRED DBL 2 X 12 02 PINE BEAM WITH ONE LAYER 1/2" PLYWOOD IN CENTER, BEAM (A) 12"X24"X24" CONCRETE PADS CENTERED AT ALL POST LOCATIONS WITH (3) 05 REBAR EACH WAY. POUR IN PAD (1) SIMPSON CB66 POST BASE TO SECURE POST TO PADS, • TYPICAL 4" CONCRETE. SLAB WITH WIRE MESH OR FIBER MESH AND 6 MILL V15CUEEN OVER 16"X12" MONO FOOTINGS WITH CLEAN COMPACT TERMITE TREATED SOIL (2) 05 REBAR ON CHAIRS CARf=ORT CUT SECTION DETAIL NOT TO SCALE NOTCH POST AT TOP TO EXCEPT BEAM AND USE (3) 5/8" THRU BOLTS TO SECURE BEAM TO POST I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER 16, SECTION I6OS OF THE FLORIDA BUILDING CODE FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND ALL 200S SUPPLEMENTS �Z3 L&c T.L. HANSON P.E. LICENSE NO, 38654 P.O. BOX 1128, DADE CITY, FL 33526 O ti N Z N � Z N W W cn Q L N �. CL M M a >- Q _ m Q V o MIx C W W Z 0 h 0 W ~ C+ Q y N ch 3 V N J C N G N �a�., m M W 4 W G v N 0 0 m go to W z z 0 W� to i o Z— O z w 'n� o6 M l'i Z Q U N �w 4� zz l7 44 O LZU �n N N � r m m 0 O W 07 l 0 O 4 0 m z ED f� Q 0 Q w�nn- �v0 z � � A 0 � P 3 _ Q Nu CARPORT ,ADDITION 432 LIVING AREA 144 TOTAL s7ro PCB 2OF4