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A <br />502 <br />#5 V IN CELL POURED SOLID <br />SEE FLOOR PLAN <br />E -#5� <br />II II <br />II II <br />HORIZONTAL REINFORCEMENT <br />AT EVERY OTHER COURSE <br />I' IIUSING 120 TRUSS -MESH BY <br />HOHMANN t BARNARD. <br />I� �I <br />ri <br />II II <br />II II <br />I <br />li II <br />TYP I GAL MASONRY SHEAR WALL <br />NOT TO SCALE <br />Aorta <br />DETAILING DIMENSION <br />V <br />L <br />4d b <br />OR 2VMIN <br />DETAILING DIMEN5ION <br />1 <br />c � <br />BAR <br />SIZE <br />1800 HOOK <br />5100 HOOK <br />Aorta <br />0 <br />Aor6 <br />0 <br />#3 <br />5„ <br />3:� <br />2 1/411 <br />2 1/4" <br /># Q <br />6„ <br />411 <br />311 <br />p <br />31: <br />#5 <br />-711 <br />5" <br />3 3/4" <br />10" <br />3 3/4" <br />#6 <br />8�� <br />6" <br />41/2" <br />12" <br />41/2" <br />#-7 <br />10" <br />-7" <br />5 1/4" <br />14" <br />5 1/4" <br />#Pj <br />11 " <br />8:1 <br />(oil <br />1611 <br />(oil <br />#q <br />15" <br />II 3/4" <br />cl 1/2" <br />Ici" <br />cl 1/2" <br />#1O <br />1��� <br />13 " I/4 <br />10 3/4" <br />22" <br />10 3/4" <br />}-E STANDARD HOOK <br />SD2 NOT TO SCALE <br />AAAG/lAlO'/ WAI I <br />GK MOLDING <br />DOOR JAMB <br />3/16 X 3" MASONRY 5GREW5 <br />16" O.G. W/ 1 1/4" EMBEDMENT <br />MIM5 <br />DOOR JAMB DETAIL - MASONRY <br />NOT TO 50ALE <br />K.O. OR U-BLOCK TIE BEAM <br />W/ (1)-#5 BAR HORIZ. GONT. <br />o UPPER d LOWER T.O.M. <br />#5 BENT BAR 25" EA. WAY <br />INTO HORIZ. TIE BEAM 4 <br />VERTICAL REINF. CELL <br />UPPER T.O.M. <br />PER PLAN <br />LOWER T.O.M. _ <br />PLAN <br />#5 BAR VERT. REINF. <br />IN FILLED CELL <br />rE3 <br />STEPPED MASONRY TIE BEAM <br />PRECAST GONG. LINTEL W/ <br />SEE SCHEDULE <br />SD2 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 />.E <br />SD2 <br />SEALENT BEAD <br />5EALENT BEAD <br />NOTES: <br />—REMOVE ALL PROTRUSIONS EXTENDING 1/2" OR MORE INTO <br />GELL5 OR GAVITIE5TO BE GROUTED. <br />— 5PACE5 TO BE GROUTED SHALL BE FREE OF MORTAR <br />DROPPIN65, DEBRI5, L005E AGGREGATES, 8 ANY MATERIAL <br />DELETERIOUS TO MASONRY &ROUT. <br />TYP. VERT. FILLED GELL <br />MASONRY REINF. DETAIL <br />NOT TO SCALE <br />e <br />s • ' <br />-5EALENT BEAD <br />_PRESSURE TREATED BUGK5TRIP <br />(MIN 2 1/5" AS SHOWN) <br />SHIM AS SHOWN <br />WINDOW FASTENER (SEE WDW <br />INSTALLATION DETAIL) <br />5EALENT BEAD <br />WINDOW SILL <br />PRE-GA5T <br />CONCRETE SILL <br />SILL HEADER DETAIL MASONRY OPEN I NOS <br />NOT TO SCALE <br />4-1(od GOM <br />I6d GOM. <br />16" OG <br />2-bd GOM. <br />DOUBLE TOP <br />PLATE <br />DOUBLE STUD <br />'7T BOTT. <br />'LATE <br />2-&d COM. <br />rT DOUBLE END STUD <br />5D NOT TO SCALE <br />(1) #5 BAR HORIZ. IN <br />GROUTED P.G. LINTEL <br />4 MIN. <br />BEARING <br />EA. END <br />NOTE 2 BELOW) <br />(1) #5 BAR VERT REINF. <br />IN FILLED CELL <br />NOTE: <br />I. EACH JAMB OPENING TO BE REINFORCED W/ <br />(1) #5 BAR VERT. IN GONG. FILLED CELL <br />2. PRECAST LINTEL FOR OPENING GREATER THAN OR EQUAL <br />TO 6-0" TO HAVE #5 BENT BARS INTO JAMBS AS SHOWN <br />3. PRECAST LINTELS SHALL BE <br />"CAST CRETE" OR EQUAL. <br />TYP I GAL PREGAST LINTEL <br />NOT TO 50ALE <br />T&. REINF. (TYPJ <br />II 11 FOOTING (SEE 5HT. #2) <br />II I FOR 51ZE 4 TYPE) <br />`#5 CORNER BAR5 <br />\"/ERTIGAL FILLED CELL <br />REINF. DOWEL AT CORNERS <br />CONTINUITY OF REINF. IN FOOTINOS <br />5D2 NOT TO SCALE <br />2"x 4" COLUMNS W/ (1) ROW OF 5TA56ERED I6d <br />COMMON WIRE NAILS (D = 0.162", L = 3 1/2"9 <br />D <br />SD2 <br />2"x 6" OR 2"x W COLUMNS W/ (2) ROW5 <br />OF 5TA5&ERED Ibd COMMON WIRE <br />NAILS (D = 0.162", L = 3 1/2") <br />NOTES: <br />I. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4. FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG <br />SIDES OF THE COLUMN 5GREW5 OR EQUAL (SPACE A5 5HOWN FOR <br />3-PLY) <br />2. ALL NAIL5 PENETRATE AT LEAST 3/4 OF THE <br />THICKNE55 OF THE LAST LAMINATION 5. FOR 5-PLY, PROVIDE 1/4" DIA. x -f" LAG <br />5GREW5 OR EQUAL (SPACE AS 5HOWN FOR <br />3. FOR 3-PLY, COLUMN SHALL BE NAILED AS 3-PLY) <br />5HOWN FROM EACH 51DE (ONE INTO EACH <br />OUTSIDE FACE OF B.U.G., SAME NUMBER OF 6. REFER TO NOS SECTION 15.3 FOR ADDITIONAL <br />ROW5, SAME 5PAGIN&) INFORMATION <br />TYPIGAL STUD COLUMN AND JACK NAILING <br />NOT TO SCALE <br />DOUBLE ^`-pir-2-16d GOM. <br />TOP PLATE <br />i <br />PT BOTT. PLATE <br />END STUD INT. <br />�JD NOT TO SCALE <br />4-IOd <br />COMMON <br />IOd COMMON <br />® lb" OG <br />ND BEAM <br />'U-BLOCK" (TYP) <br />a <br />AP VERT. FILLED CELL <br />REINF. DOWEL W/ <br />BOND BEAM REINF. <br />IrI. <br />' BOND BEAM REINF. <br />0. <br />♦�L'�J - .r'. <br />FILLED CELL NO BEAM <br />AT CORNER 5 CORNER BAR <br />TYPICAL FOR KNOCK -OUT BL . <br />4 FORM AND POUR TIE BEAM5 <br />GONT I NU I TY OF T I E BEAM REINF. <br />AT GORNERS DETAILS <br />NOT TO SCALE <br />MIN. 6" EMBEDMENT W/ <br />2" 50. x 5/16" WASH. <br />(4 PER SIDE) $ AT <br />24" O.G. AT TOP <br />2x6 PT WOOD JAMB <br />GARAGE DOOR CONSTR. <br />A5 PER GARAGE DOOR <br />MANUF'S SPECIFICATIONS <br />OARAOE DOOR DETAIL <br />SD2 / NOT TO SCALE <br />DOUBLE TOP <br />PLATE <br />BLOGKIN& TYP. FOR <br />ALL INT. PARTITION <br />WALLS AS WELL <br />GOF <br />3-10d COMMON <br />EA. SIDE OF <br />JOINT <br />STUDS ® 16" OG <br />Q TOP PLATE FASTENERS <br />SD NOT TO SCALE <br />FLOOR TRU55 STRAPPING <br />PER FRAMING PLAN <br />2x STUDS AT 16" O.G. <br />H ROW 0 � IBLOG�Ip <br />UJIL '''LE55 <br />-OR- (2) ROWS OF 2x BLOCKING <br />SEE FLOOR PLAN FOF*5ik0 0j1--T@*X)13 WALL HT ® V-6" <br />4 HIGHER. <br />BRO. FRAME HALL SECT (NO UPLIFT). <br />T <br />M <br />" <br />Z <br />MNIIW <br />_C <br />mo <br />N <br />O <br />Z A <br />Na <br />o. <br />Zo <br />O <br />Z <br />� s <br />. rq i+ of <br />v .'� m <br />2 <br />o o <br />fn <br />c g <br />Zva <br /><o <br />z <br />�° <br />Am= <br />O <br />o W <br />= W <br />z <br />W <br />W <br />`gi <br />F <br />w <br />sj 1 <br />g <br />.O <br />wo <br />a <br />U <br />3�= <br />wm <br />W <br />i= <br />N y <br />Lu , <br />— LL <br />LU <br />o '- <br />LL � <br />lL C <br />Q W <br />N J <br />2 <br />O <br />FJ <br />m a r <br />p Z <br />O <br />a c <br />c W W 3 <br />=�oc <br />F-w ino <br />� <br />®�e®��111111/l//f <br />Uj <br />®, J <br />® :tag <br />re" Q� <br />-► �e' <br />0 ac` <br />Q <br />• <br />®\ Ir <br />IlIII11\ <br />Zakm_ <br />02 <br />cl) <br />� <br />z <br />0 <br />90� <br />>LU <br />LU <br />a� <br />5 <br />H <br />Q <br />= <br />LU <br />co <br />N' <br />0 <br />ca <br />a <br />s� <br />V <br />� <br />c <br />0 <br />X <br />U.LZ <br />O <br />0 <br />cz <br />U) <br />0 <br />'. <br />CQ <br />i <br />Q_ <br />V ♦ <br />Cl) <br />N <br />t NNV44 <br />2 <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: AM PftOJ MGR: LCC <br />DRAWN: LCC CHECKED: <br />STRUCTURAL NOTES <br />AND DETAILS <br />SD2 <br />