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__ _ • • 1 It _ n I <br />)ocuSign Envelope ID: 4210BE37-OE63-44AD-A2D4-OAF711104AC9 <br />BOND BEAM <br />REINFORCEMENT <br />w (SEE WALL SECTION) <br />M <br />0 <br />w FILL SOLID TO BOND BEAM <br />U <br />W <br />o o <br />8 F - #--oDEPTH 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 <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />w <br />J <br />0 <br />w <br />0 <br />w <br />w <br />v <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />— FILL SOLID TO BOND BEAM <br />LINTEL REINFORCEMENT <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 />8F-1-# <br />TYPICAL PRE -CAST LINTEL OPTIONS <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />-- <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />PLAN. SEE TABLE 2; <br />SHEET ST-1 (PORCH <br />CEILING BOARD) <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />8'-V ABOVE <br />F.F.E. 2x6x12 PT <br />CENTER[ <br />TOP OF <br />GARAGE DOOR <br />ABOVE <br />F.F.E.F.F. <br />48' DIA. ANCHOR <br />4'-9" ABOVE <br />F.F.E. <br />2'-9" ABOVE <br />F.F.E. <br />2x4 PT TOP B�.,­ <br />OF OPENING <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 48 DIA. J-BOLT OR <br />DIAMETER SCREW ANCHOR w/ 5 <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 2" SQ x 4t8" <br />0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. <br />F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />TOP OF <br />CURB ---- <br />F.F.E. <br />GARAGE DOOR JAMB DETAIL <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMMONS EACH END <br />FASTEN 2x6 NO.2 SYP— <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) <br />10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BRACE- <br />SEE PLAN <br />• UP TO 8FT SINGLE 2x6 ONLY <br />• UP TO 20 FT, 2x6 W/ 2x6 T-BRACE <br />FASTEN 2x6 NO.2 SYP <br />"T-BRACE" TO DIAGONAL BRACE <br />w/ 10d COMMONS @ 3" O.C. <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />OR FLATWISE) <br />ROOF DEC <br />�l Lf <br />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />8'-0" OR AS SHOWN ON PLAN <br />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR <br />FROM DIAGONAL BRACE TO CMU <br />MOISTURE BARRIER BETWEEN MASONRY <br />AND NON -PT LUMBER BY OTHERS <br />GABLE ANGLE BRACING DETAIL <br />ROOF DECK <br />ROOFTRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <br />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />/ HGAM10) <br />1) MAX. TRUSS SPACING = 24" O.C. 2021 V1.0 <br />2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM <br />OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE <br />TRUSSES W/ 9" OR LESS OVERHANGS. <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1-'/:" <br />2x4 NO.2 SYP BLOCKING BETWEEN <br />OUTLOOKERS. FASTEN EACH <br />BLOCK TO ROOF DECK WITH 8d <br />COMMON @ 3" O.C. <br />GABLE TRUSS <br />WALL SHEATHING PER PLAN <br />L OR T BRACE VERTICAL <br />REINFORCEMENT PER <br />TRUSS ENGINEERING <br />MOISTURE BARRIER SHALL BE <br />PROVIDED BETWEEN MASONRY <br />AND ALL UNTREATED LUMBER <br />GABLE TRUSS TO BOND BEAM W/ <br />META20 @ 48" O.C. W/ MIN (7) 1Od x 1 <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />„ MAX <br />6„ MAX <br />�„ MAX <br />_r6, MAX <br />6' <br />_r <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 />MAX <br />-.- -- T-BRACE FASTENED TO <br />WEB W/ 1 Od AT 6" O.C. <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED ALTERNATE BRACING <br />�TORL <br />SIZE CLR SCAB <br />2x4 <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)2x6* <br />-- - L-BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. <br />SINGLE TRUSS BRACING <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />�— SCAB BRACE FASTENED TO <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />WEB W/ 10d AT 6" O.C. <br />W <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />(2) BRACES ARE <br />2 INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />REQUIRED, APPLY (1) BRACE <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />MAX TO EACH FACE OF WEB. <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 />TOP OF WALL <br />\i\ <br />f` <br />d'1w\ <br />O <br />Z A <br />PEX <br />cn <br />W <br />z <br />m <br />W <br />W <br />_z <br />0 <br />Z <br />W tds <br />Q true design studios <br />0_ <br />O <br />ILL 9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />z <br />z 904.821.5200 <br />I— <br />O <br />11H09ON' <br />U ,� o <br />0 <br />LL <br />a <br />U <br />z <br />i- <br />Q9 <br />O <br />J <br />z <br />w <br />x <br />W <br />a_ <br />w <br />a <br />O <br />U) W <br />\ <br />I>7 <br />W <br />cn <br />O <br />I '� <br />W <br />��^^ <br />VJ <br />Z <br />0 <br />a <br />W <br />/ <br />O <br />Z <br />c/) <br />LIJ <br />J <br />Q <br />W <br />O <br />w <br />0 <br />C <br />_r_ <br />F <br />.Q <br />N <br />r M w <br />�\ U <br />F IL ILL <br />- - --- a <br />� X <br />} <br />z <br />W <br />2 <br />� <br />U <br />z <br />H <br />Abbott Park <br />a <br />x <br />PRECAST LINTEL SEE <br />W <br />¢ <br />LOT 016-02 <br />LL <br />PLAN <br />J <br />a <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />0 <br />SHOWN. <br />PROJECT NO. <br />W <br />I - <br />MIN (2) SOLID FILLED & <br />2021.006635 <br />z <br />REINFORCED CELLS W/ NO.5 <br />- - <br />VERT. BAR ADJACENT TO <br />DRAWN: <br />GARAGE DOOR OPENINGS. <br />JAR <br />W <br />0 <br />NO.5 VERT. BAR IN FILLED <br />CHKD: <br />MJP <br />IL <br />CELL AT EACH END OF PIER <br />0 <br />IR <br />0 <br />NO. 5 DOWEL TO MATCH EACH <br />LO <br />LO <br />SOLID FILLED & REINFORCED <br />11111 <br />U) <br />CELL EXTENDING FROM FOOTING <br />% --11 <br />c�C IN LqN� <br />& <br />W <br />TO LAP WALL REINFORCING <br />%% e <br />�� F9 ��� <br />�� '' <br />W/ MIN 25" LAP UNLESS NOTED <br />��� G�E 1V <br />`SF�•, �i <br />Q <br />OTHERWISE ON DOWEL & LINTEL <br />'•�'� <br />U <br />PLACEMENT PLAN. MIN 6" BEND <br />No 85166 <br />U) <br />AT BOTTOM. <br />R <br />CONCRETE <br />00AUSigned by: <br />`. 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