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QI��I■I■■I■NOW I <br />SEE FLOOR PLAN <br />-I---------I-� <br />II II <br />II II <br />.I I. <br />I—I---------I—I <br />II II <br />II II w <br />HORIZONTAL fREINPOP.CZMENT <br />AT EVERY OTHER COURSE <br />USING 120 TRUSS -MESH BY <br />HOHMANN 4 BARNARO. <br />---------I <br />II II <br />II II <br />II II <br />---------I <br />II II <br />.I I. <br />II II % <br />II II <br />------------I---- <br />A <br />SD2 <br />TYPICAL 1" IASONRY 5HEAR WALL <br />NOT TO SCALE <br />A or G <br />DETAILING DIMENSION I/ <br />i <br />t <br />OR 2 iz <br />DETAILING DIMENSION <br />I <br />BAR <br />SIZE <br />lee, NOOK <br />90' HOOK <br />AorG <br />D <br />AorG <br />D <br />03 <br />5" <br />3" <br />2 1/4" <br />6" <br />2 1/4" <br />�� <br />(211 <br />A <br />3�� <br />all <br />311 <br />05 <br />-111 <br />5�� <br />3 3/4" <br />10" <br />3 3/4" <br />all <br />611 <br />4 1/2" <br />12" <br />4 1/211 <br />1011 <br />51/4" <br />14" <br />51/4" <br />1111 <br />all <br />(oil <br />16 <br />(oil <br />«5 <br />15" <br />11 3/4" <br />9 1/2" <br />19" <br />g 1/2" <br />010 <br />11111 <br />13 1/4" <br />10 3/4" <br />22" <br />10 3/4" <br />STANDARD MOCK <br />cJD2 NOT TO SCALE <br />MASONRY WALL <br />BRICK MOLDING <br />DOOR JAMB <br />3/16 X 3' MASONRY SCREWS + 16" Or- W! <br />1 L/4" EMBEDMENT <br />SHIMS <br />M DOOR JAMB DETAIL - MA50NRY <br />SD21 NOT TO SCALE <br />SD2 <br />KO. OR U-BLOCK TIE BEAM <br />W/ (U-45 BAR HORIZ. CONT. <br />UPPER 4 LOWER T.O.M. <br />OS BENT BAR 25" EA. WAY <br />INTO HORIZ TIE BEAM 4 <br />VERTICAL REINF. CELL <br />UPPER T.O.M. <br />- — - — - — - <br />PER PLAN <br />'1 <br />_LOWER TAM_ <br />PER PLAN <br />45 BAR VERT. REINR <br />j 1 IN FILLED CELL <br />STEPPED 1" tASONRY TIE BEAM <br />PRECAST CONIC. LINTEL W/ <br />SEE SCHEDULE <br />NOT TO SCALE <br />SD2 <br />VERTICAL REBAR CENTERED IN CELL <br />SEE PLAN FOR LOCATIONS. FILL CELL <br />WITH CONCRETE OR GROUT. PROVIDE <br />DOWEL TO MATCH VERTICAL REINF. <br />- Z <br />�O <br />SD2 <br />SEALENT HEAD <br />NOMINAL <br />NOTES: <br />—REMOVE ALL PROTRUSIONS EXTENDING 1/2" OR MORE INTO <br />CELLS OR CAVITIESTO BE GROUTED. <br />— SPACES TO BE GROUTED SHALL BE FREE OF MORTAR <br />DROPPINGS, DEBRIS, LOOSE AGGREGATES, 4 ANY MATERIAL <br />DELETERIOUS TO MASONRY GROUT. <br />TYP. VERT. FILLED CELL <br />MASONRY REINF. DETAIL <br />NOT TO SCALE <br />-SEALENT BEAD <br />_PRESSURE TREATED BUCKSTRIP (MIN 2 1/8" <br />AS SHOW <br />SHIM AS SHOUN <br />WINDOW FASTENER (SEE UIDW INSTALLATION <br />DETAIL) <br />SEALENT BEAD <br />WINDOW SILL <br />PRE -CAST <br />CONCRETE SILL <br />SILL 4 PEADER DETAIL MASONRY OPENINGS <br />Not TO SCALE <br />4-16d COM <br />DOUBLE TOP PLATE <br />6d COM. + 6' DOUBLE STUD <br />OC <br />PT BOTT. <br />PLATE <br />2-8d COM. 2-8d COM. <br />oll <br />rN"' <br />DOUBLE END STUD <br />DNOT TO SCALE <br />4 MIN. <br />BEARING + <br />EA. END <br />' (1) 05 BAR HORIZ IN-/ ' <br />GROUTED P.C. LINTEL <br />:1.. I. <br />NOTE 2 BELOW) <br />(U 5 BAR VERT RE INF. J <br />IN FILLED CELL <br />NOTE: <br />1. EACH JAMB OPENING TO BE REINFORCED W/ <br />(1) 45 BAR VERT. IN GONG. FILLED CELL <br />2. PRECAST LINTEL FOR OPENING GREATER THAN OR EQUAL <br />TO 6'-0" TO HAVE 05 BENT BARS INTO JAMBS AS SHOUN <br />3. PRECAST LINTELS SHALL BE <br />"CAST CRETE" OR EQUAL. <br />1 TYPICAL PRECAST LINTEL <br />NOT TO SCALE <br />G FEW. (TYPJ <br />FOOTING (SEE SHT, n) <br />FOR SIZE 4 TYPE) <br />LU <br />_ZU <br />LEN n' <br />\VERTICAL FILLED CELL <br />MINF. DOWEL AT CORNERS <br />CONTINUITY OF REINF. IN FOOT ING5 <br />SD2 <br />2"x 4' COLUMNS W/ (1) ROW OF STAGGERED 6d COMMON WIRE <br />NAILS (D ■ 0.62", L ■ 31/29 <br />NOTES: <br />SD2 <br />2"x 6' OR 2'x V COLD W/ (2) ROIUS OF <br />STAGGERED 6d COMMON WIRE NAILS (D ■ 0.62", L ■ <br />31/2") <br />L ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE 4. FOR 4-PLY, PROVIDE 1/4" DIA x 5 Vl' LAG SCREWS OR EQUAL <br />COLLIMId (SPACE AS SHOUN FOR 3-PLY) <br />2. ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS OF THE 5. FOR 5-PLY, PROVIDE L/4" DIA x 1' LAG SCREWS OR EQUAL <br />LAST LAMINATION (SPACE AS SHOIW FOR 3-PLY) <br />PEN <br />3. FOR 3-PLY, COLUMN SHALL BE NAILED AS SHOUN FROM EACH 6. REFER TO NDS SECTION S3 FOR ADDITIONAL INFORMATION <br />SIDE (ONE INTO EACH OUTSIDE FACE OF B.LLC, SAME NLMBER <br />OF ROWS, SAME SPACING) <br />TYPICAL STUD COLUMN AND JACK NAILING <br />NOT TO SCALE <br />DOUBLE TOP ^`�-2-16d COM. <br />ol <br />PT WIT, PLATE <br />P END STUD INT. <br />SD2 NOT TO SCALE <br />OhIP BEAM <br />-BLOCK" (TYP) <br />AP VERT. FILLED CELL <br />Ap <br />.. REINF. DOWEL W/ <br />�- luBM BEAM REN. <br />Z U <br />BOND BEAM REINF. <br />il! <br />N <br />FILLED CELL BEAM <br />AT COFnJER CORNER BAR <br />TYPICAL R OC -our B <br />4 FORM AND POUR TIE BEAMS <br />CONTINUITY OF TIE 5EA1" I REINF. <br />AT CORNERS DETAILS <br />NOT TO SCALE <br />2x6 PT WOOD JAMB <br />GARAGE DOOR CONSTR. <br />AS PER GARAGE DOOR <br />MANUF'S SPECIFICATIONS <br />MIN. 6' EMBEDMENT UY <br />2' Sa x 3/16" WASH. <br />(4 PER SIDE) s AT <br />24' O.C. AT TOP <br />C GARAGE DOOR DETAIL <br />SD2 J NOT To SCALE <br />DOUBLE TOP <br />PLATE <br />BLOCKING TYP. FOR ALL INT. <br />PARTITION WALLS AS WELL <br />Q TOP PLATE FASTENERS <br />SD2 NOT TO SCALE <br />FLOOR TRUSS STRAPPING: PER <br />FRAMING: PLAN <br />2x STUDS AT 16" OjC. <br />2x P.T. SOLE PLATE <br />1/4"x4' MASONRY SCREWS SPACED + 6" <br />O/c. <br />�a <br />ROW OF 2x BLOCKING + MID HT FOR WALL <br />VEt WAWVAfflk1W 2x <br />BLOCKING + 3rd PTS FOR WALL HT + 8'-6' <br />SEE FLOOR PLAN FOO WMROF STUDS <br />L_ \ BRCS. FRAME WALL SECT (NO UPLIFT). <br />SD2 <br />T <br />� 1 <br />_- <br />41Y ti5 <br />[] <br />Td. <br />5 <br />_ <br />$ELU <br />W ' <br />O w <br />LiJ i,3 <br />cc <br />� <br />cm <br />ccccW � <br />= <br />..g <br />LLJ x-a <br />12in' <br />oo <br />Wsp <br />vi <br />U &,, ® w <br />0 <br />Lu <br />LU <br />tr <br />CC <br />C) <br />J <br />i0i <br />z <br />mis <br />O <br />Lli <br />rn <br />w <br />F <br />a� <br />0 <br />1956 <br />N <br />g <br />N <br />i= o <br />C <br />O <br />■� m <br />� N <br />.� <br />cz <br />a <br />->_ <br />mid -0 c� <br />-0 <br />J U5 0 <br />L <br />c (- <br />i i <br />� N <br />N N N <br />BSB <br />DESIGN <br />www.bsbdesign.com <br />100 Main St. Suite 209 <br />Safety Harbor, Florida 34695 <br />813 265 4808 <br />JOB NO: AM180320.00 PROJ MGR: LCC <br />DRAWN: LCC CHECKED: <br />STRUCTURAL DETAILS <br />SD2 <br />