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USE (4) #10 X 1/2" S.M.S. <br />w/ 3/4" DIA. WASHERS <br />PER 12" RISER PANEL <br />N <br />w <br />ROOF PANEL Q <br />} <br />2- 1/4" DIA. <br />THRU-BOLT w/ 3/4" <br />BOLT WASHERS <br />EACH SIDE <br />SELF MATING BEAM (SMB) <br />(SEE FLOOR PLAN DRAWING) <br />COLUMN NOTCHED <br />TO SUIT <br />CENTER NOTCH POST TO BEAM CONNECTION <br />NOT TO SCALE <br />lU <br />ROOF PANEL <br />2- 1/4" DIA. <br />THRU-BOLT w/ 3/4 SELF MATING BEAM (SMB) <br />BOLT WASHERS (SEE FLOOR PLAN DRAWING) <br />EACH SIDE <br />COLUMN NOTCHED <br />TO SUIT <br />SIDE NOTCH POST TO BEAM CONNECTION <br />NOT TO SCALE <br />6- "10 REQ'D <br />PER POST <br />OR — <br />2- 1/4" DIA. <br />THRU-BOLT w/ 3/4" <br />BOLT WASHERS <br />EACH SIDE <br />CONCRETE ANCHORS <br />2- 3/8" DIA, X 3-1/2" <br />REQ'D PER POST <br />ALUMINUM/STEEL <br />COLUMN <br />2" X 2" X 1/8" ANGLES <br />CONCRETE SLAB OR <br />FOOTING <br />POST TO CONCRETE CONNECTION <br />INTERNAL OR EXTERNAL ANGLE CLIPS <br />6- "10 REQ'D <br />PER POST <br />OR <br />2- 1/4" DIA. <br />THRU-BOLT w/ <br />BOLT WASHER <br />EACH SIDE <br />CONCRETE ANCHORS <br />2- 3/8 DIA. X 3-1/2" <br />REQ'D PER POST <br />NOT TO SCALE <br />ALUMINUM/STEEL <br />COLUMN <br />1 3/4" X 3 1/4" X 0.125" <br />RECEIVING CHANNEL <br />CONCRETE SLAB OR <br />FOOTING <br />SECURE PANEL TO WOOD WALLS, WOOD LEDGER <br />AND WOOD BEAMS WITH 010 X 6" S.M.S. W/ 1/4" <br />X 1 1/2" S.S. NEOPRE WASHER 6 6" OC <br />DBL 2X6 02 SPRUCE TOP PLATE <br />1/2" A301 ALL THREAD ROD AT LOCATIONS <br />SHOWN ON FLOOR PLAN, SEE INSTALLATION <br />NOTE ON FLOOR PLAN <br />1/2" CDX PLYWOOD OR 1/16" OSB WALL SHEATHING <br />NAILED 3" OC ON ALL PLATES AND 6" OC ON STUDS. <br />COVER WITH TYVEK HOUSE WRAP AND SIDING <br />2" X 2" X 0.060" ANGLE <br />EACH SIDE OF BEAM (SHOWN) <br />OR 1 3/4" X 1 3/4" X 1/8" <br />U-CHANNEL ATTACHED WITH <br />3/8" X 2" LAG SCREWS (SEE <br />ATTACHMENT SCHEDULE ABOVE) <br />1/4" X 2 1/4" LONG LAGS EACH SIDE OF BEAM <br />(SEE ATTACHMENT SCHEDULE ABOVE) <br />EACH SIDE OF BEAM <br />NOTE: AT BLOCK WALLS USE 1/4" X 2 1/4" <br />TAPCON SCREWS IN PLACE OF <br />LAG SCREWS SHOWN ABOVE <br />SECURE PANEL TO WOOD WALLS, WOOD LEDGER <br />AND WOOD BEAMS WITH *10 X 6" S.M.S. W/ 1/4" <br />X I I/2" S.S. NEOPRE WASHER w 6" OC <br />4"X48"XO.032 STRUCTURAL ROOF PANEL <br />R-30 INSULATION ON TOP OF CEILING JOIST <br />DBL 2XIO 02 PINE 0. <br />R-143 INSULATION BETWEEN CEILING JOIST <br />2X6 02 PINE CEILING JOIST m 16" OC <br />CLIP 2X6 02 PINE JOIST TO WALLS WITH <br />H3 CLIPS, FILL NAIL HOLES WITH IODXI 1/2" <br />NAILS <br />1/2" CEILING GYPSUM BOARD <br />f <br />4 <br />c <br />TRIPLE 2X10 02 PINE WITH 1/2" PLYWOOD <br />FILLERS OVER ALL OPENINGS IN LOAD <br />BEARING WALLS <br />f <br />2X6 02 SPRUCE STUDS s 16" OC <br />R-le INSULATION <br />1/2" GYPSUM BOARD <br />2X12 •2 PINE LEDGER ATTACHED TO FACE <br />OF ALL LOAD BEARING WALL WITH (4) <br />16D NAILS AT EACH STUD <br />3/4" TtG PLYWOOD GLUED <br />AND NAILED 6" OC WITH SD <br />NAILS <br />2X12 02 PINE JOIST m 24" OC MAX <br />SHIM AS NEEDEI <br />R-IS INSULATION IN FLOOR JOIST <br />8"X16" DRY STA <br />SETTING ON TOF <br />EXISTING MINIMUM 6" THICKNESS GARAGE <br />IS NO UPLIFT AT <br />IS AT EXTERIOR <br />oDD <br />V—j <br />BEAMS <br />o oe e a 4a\4b�4&\4b�6 Q aedQao.o.o.oo.14, <br />BEAM SIZE <br />• OF LAG <br />SCREWS <br />" OF SMS <br />EACH SIDE <br />2X6 <br />3 <br />4 <br />2X1 <br />4 <br />5 <br />2X8 <br />4 <br />6 <br />2X9 <br />5 <br />6 <br />2X10 <br />5 <br />1 <br />0 0 <br />o 010 X 3/4" S.M.S. EACH SIDE <br />OF BEAM (SEE ATTACHMENT <br />SCHEDULE ABOVE) <br />0 0 <br />0 d6. -p 0 <br />SMB (DEPTH VARIES) <br />2X6 PT BOTTOM PLATE <br />BUILDING CUT SECTION DETAIL <br />NOT TO SCALE <br />ALL LANDING AND PORCH RAILING <br />ITH 1/2" PLYWOOD FILLER BEAM <br />A" BEARING LOCATION <br />LX4 PT POST INSIDE OF WALLS THAT WILL EXTEND DOWN <br />0 SLAB BELOW SECURED TO SLAB WITH SIMPSON A5U44 <br />'OST BASE WITH 5/8"X4" EXPANSION BOLT AND FILL NAIL <br />IOLES WITH IODXI 1/2" NAILS. POST WILL EXTEND TO BOTTOM <br />)F WOOD BEAM ABOVE AND STRAP WOOD BEAM TO POST <br />JITH (1) SIMPSON LSTA21 STRAP AT EACH SIDE AND FILL <br />TAIL HOLES WITH IODXI 1/2" NAILS <br />200F PANEL PLAN FOR OTHER SPECIFICATIONS <br />2XI2 JOIST SET ON TOP OF DBL 2X8 02 PINE BEAM <br />AT ALL LOCATIONS. SECURE WITH EACH JOIST WITH <br />(1) SIMPSON H3 CLIPS, FILL NAIL HOLES WITH IODXI 1/2" <br />NAILS <br />DBL 2X8 02 PINE BEAM <br />:K BLOCK AS NEEDED <br />EXISTING SLAB, THERE <br />THESE PIERS. ALL UPLIFT <br />WALLS AND POST TO ROOM <br />8"XI6" DRY STACK BLOCK <br />AS NEEDED SETTING ON TOP <br />EXISTING SLAB <br />} <br />C <br />W <br />f— <br />.Q <br />a <br />z <br />_o <br />N <br />} <br />W <br />(, <br />co <br />N <br />Lo <br />z <br />z <br />M <br />M <br />O <br />0-4q <br />O <br />Cl o <br />J N <br />u. t` <br />z <br />CD <br />Lo <br />N <br />U � <br />~ <br />z W Xch <br />< <br />� Q Q <br />0 <br />U) <br />W <br />W <br />co r <br />Z <br />Q <br />d N <br />co <br />m 04 <br />��, <br />m0)Lo <br />co <br />W <br />= U_ <br />W <br />u- <br />O <br />04 <br />— <br />M <br />m <br />�p <br />m <br />UJ <br />z <br />X m m <br />U <br />z <br />d)� <br />m�Lu <br />O <br />LU <br />zz <br />o <br />o;,N <br />Z <br />d <br />W <br />u <br />l�3 Z <br />o q <br />O <br />o <br />-jtu <br />H <br />d <br />zz <br />OW <br />Q <br />O <br />O <br />w <br />H <br />'Q <br />Q <br />LL <br />Q <br />O <br />--� <br />LL <br />'u <br />O <br />F— <br />UzluiK <br />>- <br />1 ulu <br />1J- <br />z <br />O <br />1� <br />O <br />ISERS <br />.ND MUST <br />2011 <br />CENTER <br />TREADS <br />POST TO CONCRETE CONNECTION BEAM TO WALL CONNECTION LIVING 1015 <br />INTERNAL OR EXTERNAL RECEIVING CHANNEL NOT TO SCALE <br />GARAGE 105 <br />NOT TO SCALE <br />PORCH 1413 <br />k L ,r <br />TYPICAL STAIR DETAIL �� <��w�an��$��F `T� � TOTAL 12ro9 <br />NOT TO SCALE <br />. H <br />1so <br />N P.E. LIC� EEO. 38654 <br />7 �. IADF�YL 33526 <br />I HERBY f �tH;41`a�5rv`Rll AND SPECIFICATIONS �� <br />WERE PREi'k f3`f"ME�,bR MY DIRECT SUPERVISION <br />ARE IN COM411A 4614 N ITk CHSAF R 16, SECTION 1609 OF THE OC— <br />` <br />FLORIDA BUILD[ €� 0p�F- 2011xp 6TH EDITION ANASCE 1-10 I <br />FOR 139 MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE <br />2011 BUILDING CODE RESIDENTIAL 6TH EDITION <br />