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3ocuSign Envelope ID: FF938094-F8E1-45F2-846F-29196AA35ECF <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />Y <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />`� ,= PLAN. SEE TABLE 2; <br />A <br />SHEET STA (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 />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 <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 />ROOF TRUSS <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) 10d x 1 '/V <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />8'-1" ABOVE <br />F.F.E. 2x6x12I <br />CENTEI <br />TOP OF <br />GARAGE DOOR <br />6-1" ABOVE <br />F.F.E. <br />48' DIA. ANCHOI <br />4'-9" ABOVE <br />F.F.E. <br />2'-9" ABOVE <br />F.F.E. <br />2x4 PT TOP <br />rLOF OPENING <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) �8" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 %2' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 ''/z" x 416" <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 />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />a <br />to <br />N <br />z <br />PRE -CAST LINTEL <br />PER PLAN <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 />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />TOP OF WALL <br />I I <br />I I <br />I I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />Ell <br />II <br />II I <br />I <br />I— --i— <br />I <br />I <br />--i------ ------ <br />I <br />I <br />I <br />I <br />I <br />I I <br />I I <br />I <br />I I <br />I � <br />I <br />I <br />I PRECAST LINTEL SEE <br />I I I SEE PLAN PLAN <br />I � I <br />I <br />j I EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />I I I <br />SHOWN. <br />I I I <br />I I MIN (2) SOLID FILLED & <br />I I REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />I <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />I I <br />l l NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />l TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />I I PLACEMENT PLAN. MIN 6" BEND <br />j l I AT BOTTOM. <br />II II II <br />l CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH I PER PLAN <br />FLOOR SLAB <br />I I I <br />I I I <br />I I I <br />I I I <br />I I <br />Y \ ---------------------------- <br />I I I <br />I I I \ I I I <br />------------- <br />Y Y / <br />GARAGE SHEAR PIER <br />W <br />J <br />0 <br />w <br />U <br />v1 <br />LU <br />w <br />(n <br />TRUSSES NEEDING BRACING <br />O' <br />0LO 'I <br />0 <br />00 <br />(V <br />c0 t d <br />�I <br />ILL 9, <br />�; <br />W <br />J <br />J <br />> true design studios <br />a) <br />O <br />� <br />O <br />r, <br />Y 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING -MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 j <br />p! <br />1. ALL RESTRAINT LUMBER SHO\kN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />c <br />al <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 />W <br />�I <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 />cn <br />4. ALL FASTENERS SHOWN ARE.131" x 3" LONG (UNO). <br />c/)011HOMON' <br />5. DESIGNED PER BCSI-63, MOST CURRENT EDITION. <br />N <br />T" 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 />_" MAX TO EACH FACE OF WEB. <br />i <br />BOND BEAM <br />REINFORCEMEN <br />(SEE WALL SECT N) <br />— FILL SOLID TO BOND BEAM <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />SPECIFIED <br />CLR <br />ALTERNATE BRACING <br />T OR L SCAB <br />WEB MEMBER <br />SIZE <br />2� <br />2x4 <br />1 ROW <br />2 ROWS <br />2x4 <br />2x6 <br />(1)2x4 <br />(2)2x4* <br />2x6 <br />2x6 <br />1 ROW 2x4 <br />2 ROWS 2x6 <br />(1)2x6 <br />1 (2)2x4* <br />2x8 <br />2x8 <br />1 ROW 2x6 <br />2 ROWS 2x6 <br />(1)2x8 <br />(2)2x6* <br />w <br />+' <br />J <br />m So& <br />W <br />,. <br />w <br />0 <br />�) <br />U <br />Z <br />W <br />NW <br />L.L <br />O <br />O <br />O <br />O <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 ti <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. Z V ) <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR LLI <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. (A <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W <br />GRADE AS WEB TO BE BRACED. z Z <br />00 Uj O c) <br />w <br />W QW <br />Z <br />(� > 0 Q <br />Z 0 <br />W Uj W <br />o J � <br />0 W LLJ <br />J _X <br />zr <br />Z Z <br />O O <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 8U8 0 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />Q 8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />.-� BOND BEAM <br />REINFORCEMENT <br />Q <br />0 <br />J (SEE WALL SECTION) <br />H <br />Z_ <br />w FILL SOLID TO BOND BEAM <br />O <br />a <br />nUj <br />U <br />I� <br />U)0 <br />j LINTEL REINFORCEMENT <br />Abbott Park <br />w <br />Q <br />O <br />U <br />o <br />L <br />LOT 003-03 <br />LU <br />8 F -1 - # — DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />LU <br />U <br />H <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />Z <br />Z <br />Co <br />BEARING AT EACH END <br />co <br />GROUT FILLED LINTEL ASSEMBLY <br />O <br />PROJECT NO' <br />W <br />0 <br />8" PRECAST LINTEL. SEE PLAN. <br />O <br />2021.003493 <br />LL <br />O <br />8F-1-# <br />U <br />DRAWN LDG <br />0 <br />O <br />CHKD: <br />X <br />MJP <br />cn <br />W <br />W <br />� <br />U <br />X <br />Q <br />O" <br />,,,,11/ltii/ll1,�,, <br />N% 0S %N LAAI � <br />�i��� <br />(n <br />mG'ENS�;'9 <br />z <br />Z <br />No 85166 <br />Q <br />Z <br />.. ,k.. <br />0 <br />STATE OF .7' <br />(n <br />p <br />03-23-2021 <br />I— <br />W <br />U <br />REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q <br />U) <br />LU <br />J <br />U <br />H <br />O <br />Z <br />= o <br />U � <br />W <br />H <br />X <br />W -ST=6 <br />a <br />CMUIMETAL CONNECTOR ENGINEERING <br />