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_tI I 11 1 1 1 1I_ 1, 1 <br />I <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE FASTEN ROOF DECK TO <br />OR FLATWISE) FRAMING @ 3" O.C. ON EDGE, <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING 6" O.C. IN FIELD WITH 8d <br />BETWEEN TRUSS TOP CHORDS W/ RINGSHANKS <br />(3) 10d COMM NS EACH END ROOF DECK <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE <br />- TOP CHORD WITH <br />321— <br />- YI (1) H2.5T w/ (10) 8d x 1 <br />r <br />NO.2 SYP BLOCKING BETWEEN <br />PROVIDE PANEL OUTLOOKERS. FASTEN EACH <br />4 <br />EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d <br />NON -DROPPED GABLE <br />FASTEN 2x6 NO.2 SYP \ COMMON @ 3" O.G. <br />r <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) \ GABLE TRUSS <br />10d COMMONS \ <br />2x6 NO.2 SYP DIAGONAL BRA <br />SEE PLAN <br />WALL SHEATHING PER PLAN <br />• UP TO 8FT SINGLE 2x6 ONLY i G <br />• UP TO 20 FT, 2x6 W/ 2x6 T-BRACE <br />\ L OR T BRACE VERTICAL <br />REINFORCEMENT PER <br />\ TRUSS ENGINEERING <br />FASTEN 2x6 NO.2 SYP--T— <br />"T-BRACE" TO DIAGONAL BRACE <br />- wl 10d COMMONS @ 3" O.C. <br />MOISTURE BARRIER SHALL BE <br />8'-0' OR AS SHOWN ON PLAN \ / PROVIDED BETWEEN MASONRY <br />AND ALL UNTREATED LUMBER <br />GABLE TRUSS TO BOND BEAM W/ <br />\ ;-- META20 @ 48" O.C. W/ MIN (7) 10d x 1 <br />X;- ---- <br />_---.- _ _....-- - . ----- -- -'�-- _ (NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR BEAM W/ HTSM20 OR MSTAM36) <br />FROM DIAGONAL BRACE TO CMU <br />MOISTURE BARRIER BETWEEN MASONRY --' <br />AND NON -PT LUMBER BY OTHERS <br />B3 GABLE ANGLE BRACING DETAIL (iN/ HGAM10) <br />1) MAX. TRUSS SPACING = 24" O.C. <br />2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM <br />OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE <br />TRUSSES W/ 12" OR LESS OVERHANGS. <br />BOND BEAM BOND BEAM <br />REINFORCEMENT REINFORCEMENT <br />w (SEE WALL SECTION) w (SEE WALL SECTION) <br />J I <br />--- <br />a FILL SOLID TO BOND BEAM = FILL SOLID TO BOND BEAM <br />Uj <br />w <br />cwn 1 <br />r <br />' LINTEL REINFORCEMENT <br />� <br />8 F - #-+-- DEPTH OF LINTEL 8 F -1 - #— DEPTH OF LINTEL ASSEMBLY "d" <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY �— #5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />8" PRECAST LINTEL. SEE PLAN. BEARING AT EACH END <br />— GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />8F-# 8F-1-# <br />\� BOND BEAM <br />° REINFORCEMENT <br />(SEE WALL SECTION) <br />_ a <br />COURSING BELOW BOND <br />---------- r BEAM MAY BE FILLED OR <br />I <br />UNFILLED <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />TYPICAL PRE -CAST LINTEL OPTIONS <br />8'-1" ABOVE <br />F.F.E. 2x6xl 2 I <br />CENTEf <br />TOP OF <br />GARAGE DOOR <br />6-1 ' ABOVE <br />4'-9" ABOVE - OVE <br />F.F.E. <br />2'-9" ABOVE <br />F.F.E. <br />4e" DIA. ANCHOI <br />')vA PT Tr10 <br />(LOF OPENING <br />-- 2x6 PT BUCK EACH SIDE OF OPENING <br />j PROVIDE (5) �8" DIA. J-BOLT OR LARGE <br />i DIAMETER SCREW ANCHOR w/ 5 Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 '/z" x 3,,;" <br />0'-9" ABOVE <br />THICK WASHER w/ EACH ANCHOR. <br />1st BOLT TO BE 9" MAX. ABOVE CURB. <br />TOP OF <br />CURB <br />F.F.E. <br />,I <br />GARAGE <br />DOOR JAMB DETAIL <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />a <br />j - PRE -CAST LINTEL <br />PER PLAN <br />o j a <br />1 a <br />z <br />WN <br />" FILL BOTH LINTELS SOLID <br />\ W/ CONTINUOUS POUR <br />PRE -CAST LINTEL PER PLAN-- — MITER -CUT LINTELS AT CORNER, <br />CORNER TO BE TEMPORARILY <br />SHORED FOR MIN (7) DAYS <br />LINTEL REINFORCING AT CORNER <br />E <br />0 <br />O <br />O 0 <br />.APEX <br />0 <br />0 a) <br />� t15 <br />CN <br />C <br />M ~� <br />-I <br />IL <br />W <br />t S <br />J true design studios a)a) <br />Z <br />O <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />TRUSSES NEEDING BRACING <br />vj <br />LATERAL BRACING - MULTIPLE TRUSSES <br />w <br />W <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 />�— <br />011HOMN' <br />N <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />U) <br />Qom) <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />[j <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />a <br />`" <br />4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). <br />m <br />5. DESIGNED PER BCSI-B3, 2007. <br />W <br />------------------- -------------- -- ... - .............. _ ---- <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 />TO EACH FACE OF WEB. <br />TOP OF WALL <br />CONTINUOUS LATERAL RESTRAINT WEBS <br />BRACE SUBSTITUTE <br />1.....-------- ------- ------ ----- ------- ---------------- ------------ ------ ---- - -- <br />E EMBER SPECIFIED ALTERNATE ERNATE BRACING <br />SIZE CLR T OR L SCAB <br />- <br />2x4 <br />- <br />1 ROW <br />2x4 ) <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 />2x8 <br />1 ROW <br />2x6 <br />(1)2x8 <br />2x8 <br />2 ROWS <br />2x6 <br />(2)2xl ' <br />CA <br />U <br />Z <br />W <br />l <br />MY <br />O <br />O <br />O <br />O <br />ff <br />d' <br />ti <br />SINGLE TRUSS BRACING z 0 U) <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERALLU <br />Fm <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN U) / <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. W 0 <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING: L-BRACING, OR Z <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND m \ ® V J <br />GRADE AS WEB TO BE BRACED. r i <br />w <br />W <br />w O <br />VERTICAL BARS TO EXTEND TO Z <br />TOP OF WALL AS SHOWN. MIN 3 <br />6" BEND INTO BOND BEAM Z <br />W WUj <br />W G <br />--- --- - - -- <br />--- ............ --- - --- O I1 <br />U_ <br />LU <br />Abbott Park J <br />O U <br />PRECAST LINTEL SEE J <br />PLAN Q LOT 049-03-A <br />W <br />EXTEND REINFORCING TO Z Z <br />END OF PIER W/ 6" BEND TO _ U, <br />LAP WALL REINFORCING AS y <br />SHOWN. Q PROJECT NO: I j,j <br />MIN (2) SOLID FILLED & O 2019.0075999 <br />REINFORCED CELLS W/ NO.5 LL <br />VERT. BAR ADJACENT TO Z DRAWN: <br />GARAGE DOOR OPENINGS. U CRD <br />--- - -... - - - ... - ----- O <br />NO.5 VERT. BAR IN FILLED H CHKD: U) <br />CELL AT EACH END OF PIER X EAF <br />Q_ _1 <br />NO. 5 DOWEL TO MATCH EACH Q Q <br />SOLID FILLED & REINFORCED X ,111��111111 U <br />tt <br />CELL EXTENDING FROM FOOTING Q 00 \N LA '�� U) <br />TO LAP WALL REINFORCING ��� �5• Ci ••N .NI�� ' co <br />W/ MIN 25" LAP UNLESS NOTED �' ��� , •• \ S i <br />OTHERWISE ON DOWEL & LINTEL co1 �•••• Z <br />00 <br />PLACEMENT PLAN. MIN 6" BEND 0 : • N 51 'B r. <br />AT BOTTOM. Z * * < <br />�-13� <br />CONCRETE O <br />FOUNDATION WORK 0 •• ST E OF •• w <br />W s 0 . jV <br />PER PLAN � .0 �• Q` •.•� `� ('} <br />Z �ii �s • < p R \ V , • GN,� — <br />p 09/25/2019 <br />H w <br />REVISIONS: <br />/ \ \ LL <br />. ..-- <br />\ \ rt . Description Date <br />P <br />w <br />ot- <br />-- ---- -- - - - -- - - -; o <br />z------------------a----------------------- - - --- Z <br />GARAGE SHEAR PIER O <br />U n <br />w <br />H <br />X ST=C) <br />W <br />W <br />CMU/METAL CONNECTOR ENGINEERING <br />