Laserfiche WebLink
lk <br />r <br />MOISTURE BARRIEF <br />BY OTHERS <br />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />SUB FASCIA <br />tE BARRIER <br />IRS <br />Y LINTEL <br />4 <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />ABOVE <br />F.F.E.F.F. <br />TOP OF <br />GARAGE DOOR <br />F.I1 ABOVE <br />F.F.E. <br />- ABOVE <br />F F <br />F.F.E. <br />2'-9" ABOVE <br />F.F.E. <br />rOF OPENING <br />2x6x12 PT <br />CENTER BUCK <br />4 �= <br />48' DIA. ANCHOR <br />2x4 PT TOP BUCK <br />-- 2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) �" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 Y2' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 Yz" x <br />0'-9" ABOVE <br />THICK WASHER w/ EACH ANCHOR. <br />F.F.E. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />TOP OF <br />CURB <br />F.F.E. <br />GARAGE DOOR JAMB DETAIL <br />BOND BEAM <br />- REINFORCEMENT <br />(SEE WALL SECTION) <br />0 <br />w FILL SOLID TO BOND BEAM <br />x <br />U <br />cn • <br />w <br />w <br />cn 1 \ -7-1 <br />J <br />8 F - # DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />0 0 <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTE�. SEE PLAN. <br />8U8 <br />BOND BEAM <br />REINFORCEMENT <br />w" (SEE WALL SECTION) <br />01 <br />w FILL SOLID TO BOND BEAM <br />U <br />w <br />LU <br />LINTEL REINFORCEMENT <br />v <br />_ J <br />8 F -1 - #—+—DEPTH OF LINTEL ASSEMBLY "d" <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />BEARING AT EACH END <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />i <br />TYPICAL PRE -CAST LINTEL OPTIONS <br />I <br />TRUSSES NEEDING BRACING <br />LATERAL BRACING - MULTIPLE TRUSSES <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER, <br />4. ALL FASTENERS SHOWN ARE. 131" x 3" LONG (UNO). <br />5. DESIGNED PER BCSI-B3. 2007. <br />=6" MAX �' MAX I _L6" MAX <br />T-BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. <br />L-BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. <br />SCAB BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. <br />IF (2) BRACES ARE <br />REQUIRED, APPLY (1) BRACE <br />T" MAX T6" MAX 6' MAX TO EACH FACE OF WEB. <br />TOP OF WALL <br />SEE P <br />CONTINUOUS LATERAL RESTRAINT WEB\ <br />L <br />BRACE SUBSTITUTE <br />WEB MEMBER <br />SIZE <br />_ <br />SPECIFIED <br />CLR <br />_ <br />ALTERNATE BRACING <br />-- - -- - <br />TOR L SCAB <br />j 2x4 <br />I� 1 ROW <br />—r2x4 <br />(1)2x4 <br />2x4 <br />2 ROWS <br />2x6 <br />(2)2x4" <br />2x6 <br />1 ROW <br />2x4 <br />(1)2x6 <br />2x6 <br />2 ROWS <br />2x6 <br />(2)2x4' <br />— - <br />2x8 <br />1 ROW <br />2x6 <br />(1)2x8 <br />2x8 <br />2 ROWS <br />2x6 <br />(2)2x6•\ <br />SINGLE TRUSS BRACING <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />GRADE AS WEB TO BE BRACED. <br />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />I <br />__j L��f L <br />� I <br />I I I I <br />I I I <br />L.: <br />PRECAST LINTEL SEE <br />PLAN <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />SHOWN. <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN 6" BEND <br />AT BOTTOM. <br />CONCRETE <br />FOUNDATION WORK <br />PER PLAN <br />\- \�7 \_7 \ <br />GARAGE SHEAR PIER <br />ti O <br />LO <br />Z c <br />U) APEX <br />0) <br />W <br />Z_ v <br />CO Ck <br />Ck <br />Z) <br />m <br />w <br />zzz <br />Z_ <br />Z tds W .Q <br />¢ true design studios N <br />0 <br />0 <br />-j 9000 REGENCY SQUARE BLVD. N <br />U_ SUITE 100, JACKSONVILLE, FL 32211 <br />904.821.5200 p <br />¢ <br />0 <br />N <br />11HOMN' <br />U � <br />_< + <br />0 <br />J <br />LL <br />¢ <br />0 <br />_Z N <br />0 <br />Z <br />U <br />W <br />H <br />LU12- <br />J <br />- w <br />¢ V, <br />x Uj <br />Cn W <br />m <br />w z W/� <br />z 0 w <br />a - <br />LU <br />LU I>J ♦�/^� <br />QQ VJ <br />z �. > W <br />LU <br />0 d' J CL <br />� W X <br />LL <br />r W <br />U) X <br />0 <br />o 0 <br />w <br />Z <br />= W <br />U z <br />Z <br />LU <br />Abbott Park a <br />W----- LL <br />LOT 047-03-A _ w <br />U <br />U) <br />0 <br />w <br />PROJECT NO: I"- <br />2019.007597 z <br />- - 0 <br />DRAWN: co <br />JMM "w <br />CHKD: LL <br />EAF 0 <br />0 <br />O <br />LO <br />(O <br />Uj <br />.` G N,3 cr••� �00 ¢ <br />8 16 • : uvj <br />• • <br />_ • • r V <br />: f` Z <br />:•� : STA OF <br />w <br />w <br />NM - <br />lot %I00 <br />10-19Y0,19 Z <br />REVISIONS: <br />No. Description Date <br />-- -- w <br />W <br />w <br />U <br />( I <br />01 <br />CMUIMETAL CONNECTOR ENGINEERING <br />