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DocuSign Envelope ID. 1 D6EEA65-119E-4AD4-8042-DDF1 9178294D <br />MOISTURE BARRIEF <br />BY OTHERS <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />OR FLATWISE) <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMM NS EACH END ROOF DECK <br />I z -� _ <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 />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 />ABOVE_ <br />F.F.E.FF. <br />._ <br />2x6x12 <br />CENTE <br />ROOFDECK <br />ROOF TRUSS TOP OF <br />OR RAFTER GARAGE DOOR <br />ABOVE <br />VF. <br />F.F.E. <br />. <br />48' DIA. ANCHO <br />SUB FASCIA <br />ABOVE Ilk <br />F. <br />F.F.E. <br />1-7 <br />2E BARRIER <br />RS <br />2'-9" ABOVE <br />Y LINTEL F.F.E. <br />V <br />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />- CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1'/V <br />I 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 />/ 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 />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 '/2" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />2x4 PT TOP <br />rk.OF OPENING <br />2x6 PT BUCK EACH SIDE OF OPENING <br />— PROVIDE (5) 48' 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 %" x 416" <br />0'4' 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. 4 f -- \ PER PLAN LINTEL <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />v <br />0 <br />0- <br />g <br />N <br />Z <br />°I I 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 />TRUSSES NEEDING BRACING <br />O <br />AM"\ > <br />O U. <br />O O <br />APEX <br />0 N <br />O N <br />O <br />N <br />M Zz <br />J <br />U_ <br />W <br />J tds -6 <br />J N <br />true design studios > <br />Z <br />O <br />U) <br />U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />0 <br />� <br />O_ <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />O <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />4— <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />W <br />C <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 />Cn <br />0141HOMON' <br />N <br />70 <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />N <br />76" MAX <br />_" MAX <br />=" MAX <br />__I 6" MAX <br />=" MAX <br />=" MAX <br />- <br />I - - <br />I I I <br />I I I <br />I I <br />I I I --- <br />I <br />I � I <br />I uJ <br />—... J <br />II W <br />--- W <br />uJ <br />I U) <br />I I - <br />-v <br />I I I <br />I <br />PRECAST LINTEL SEE <br />I <br />SEE PLAN......................i = PLAN <br />I <br />EXTEND REINFORCING TO <br />- END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />I <br />I SHOWN. <br />I � I <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />-- - i GARAGE DOOR OPENINGS. <br />I <br />NO.5 VERT, BAR IN FILLED <br />_ CELL AT EACH END OF PIER <br />I I <br />I <br />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 />l i PLACEMENT PLAN. MIN 6" BEND <br />I AT BOTTOM. <br />II I� I I <br />l CONCRETE <br />l l FOUNDATION WORK <br />TOP OF FINISH PER PLAN <br />FLOOR SLAB <br />I I I <br />I I I <br />I I I <br />I I <br />I------------- <br />/ I I I <br />I I I <br />\ I I I \ <br />I I I \ <br />\ I I I \ <br />GARAGE SHEAR PIER <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 />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />FILL SOLID TO BOND BEAM <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED ALTERNATE BRACING <br />SIZE CLR T OR L 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 />Z <br />W <br />W <br />W <br />This item has been electronically <br />- — <br />O <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />O <br />Cn <br />shown using a digital signature. <br />SINGLE TRUSS BRACING <br />e <br />inted ideedsigns of edanu d <br />P>WIIr <br />sealeent <br />t considered signed and sealed <br />d the signature must be verified <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />a 3rd Party Certificate Authority <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />n any electronic copy /� <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />O <br />V J <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />Z <br />W <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />(A <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />W <br />W <br />GRADE AS WEB TO BE BRACED. <br />0 8 F - #--a— DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />• <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />77 BEAM MAY BE FILLED OR <br />UNFILLED <br />0 8U8 0 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />J Z W <br />m <br />LJU O rn <br />W <br />W QW <br />z Q O <br />c9 > Q Q <br />Z W <br />W <br />0 0 J w <br />W LU <br />OJ x <br />W r <br />z z <br />O O <br />BOND BEAM <br />REINFORCEMENT W <br />w W <br />(SEE WALL SECTION) <br />O � <br />o Z <br />w - FILL SOLID TO BOND BEAM <br />_ - O a <br />vv, U LL <br />LU <br />" LINTEL REINFORCEMENT J <br />W Abbott Park Q <br />O U <br />ILL— 0 <br />8 F -1 - # + DEPTH OF LINTEL ASSEMBLY "d" Q LOT 028-03-1 B w <br />#5 BOTTOM BAR TO EXTEND U Z <br />NO LESS THAN I" BEYOND Z <br />BEARING AT EACH END 0 <br />U) <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: W <br />8" PRECAST LINTEL. SEE PLAN. O 2021.012597 � <br />LL <br />-O <br />Z DRAWN: o <br />8F-1-# x CD 0 <br />CHKD: <br />MJP W <br />W J <br />� Q <br />MN LAU) <br />No 85166 <br />W Q <br />• � d <br />2Z " * • <br />Ll�i�e��DAQFF435-:44/ 3ipned by: <br />� <br />W O• <br />` (n <br />Z 1ojj0 N A` <br />p 11-01-2021 <br />H W <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date W <br />-- W <br />.J <br />a <br />Z Z <br />U <br />W <br />x <br />w ST=6 <br />a <br />CMUIMETAL CONNECTOR ENGINEERING <br />