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------ I ---- ---1-- - - I. _. I 1 11 11 — --'L—'-- - ---- -- I ----- --�-- - <br />DocuSign Envelope ID. B32112A2-C6C1-4AA9-8481-B116560E8B4A <br />2.1 <br />ROOFDECK <br />ROOF TRUSS <br />OR RAFTER <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />SUB FASCIA <br />�e <br />1 <br />MOISTURE BARRIER P TYPICAL PORCH <br />BY OTHERS r CEILING BOARD PER <br />L PLAN. SEE TABLE 2; MOISTURE BARRIER <br />SHEET ST-1 (PORCH BY OTHERS <br />CEILING BOARD) <br />MASONRY LINTEL <br />PER PLAN <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'-1" ABOVE <br />F.F.E. <br />TOP OF <br />GARAGE DOOR <br />6-1" ABOVE <br />F.F.E. <br />4'-9" ABOVE mk <br />F.F.E. <br />2'-9" ABOVE <br />F.F.E. <br />OLOF OPENING <br />2x6x12 I <br />CENTEI <br />q6" DIA. ANCHOI <br />')VA PT Tr)P <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 ''/z" x �16" <br />U-9" ABOVE THICK WASHER w/ EACH ANCHOR. <br />F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />TOP OF Ilk <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 />v <br />v <br />a <br />J <br />Cn <br />N <br />z <br />.9 <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 I <br />I I I i <br />I <br />I I Ii <br />I I I <br />I <br />I I I <br />I i I <br />I I <br />JI <br />I I I 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 <br />IN FIELDC 6" O.. <br />TOE -NAIL MIN 2x4 N0.2 SYP BLOCKING EDGE, PRECAST LINTEL SEE <br />BETWEEN TRUSS TOP CHORDS W/ WITH RSRS 01 <br />(3) 10d COMM NS EACH END ROOF DECK SEE PLAN I I PLAN <br />2x4 SYP OUTRIGGER @ 24" O.C. II II <br />111 - CLIP TO GABLE TOP CHORD WITH EXTEND REINFORCING TO <br />IL <br />(1) H2.5Tw/ (10) 8d x 1 '/z" - �— END OF PIER W/ 6" BEND TO <br />j LAP WALL REINFORCING AS <br />l 2x4 NO.2 SYP BLOCKING BETWEEN SHOWN. <br />PROVIDE PANEL ? OUTLOOKERS. FASTEN EACH <br />EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d — <br />NON -DROPPED GABLE 17 COMMON @ 3" O.C. - MIN (2) SOLID FILLED & <br />FASTEN 2x6 NO.2 SYP <br />DIAGONAL BRACE TO REINFORCED CELLS W/ N0.5 <br />4' VERT. BAR ADJACENT TO <br />^ I I <br />BLOCKING w/ (6) GABLE TRUSS GARAGE DOOR OPENINGS. <br />10d COMMONS <br />NO.5 VERT. BAR IN FILLED <br />2x6 N0.2 SYP DIAGONAL BRAC CELL AT EACH END OF PIER <br />SEE PLAN WALL SHEATHING PER PLAN <br />• IN 2x ONLY <br />ul <br />UP TO FT LE 8 SINGLE 6 0 l NO. 5 DOWEL TO MATCH EACH <br />• UP TO 20 FT 2x6 W/ 2x6 T-BRACE <br />L OR T BRACE VERTICAL SOLID FILLED & REINFORCED <br />� <br />REINFORCEMENT PER CELL EXTENDING FROM FOOTING <br />'n TRUSS ENGINEERING i TO LAP WALL REINFORCING <br />FASTEN 2x6 N0.2 SYP W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />"T-BRACE" TO DIAGONAL BRACE <br />w/ 10d COMMONS @ 3" O.C. <br />I I PLACEMENT PLAN. MIN 6" BEND <br />8'-0" OR AS SHOWN ON PLAN MOISTURE BARRIER SHALL BE AT BOTTOM. <br />PROVIDED BETWEEN MASONRY <br />AND ALL UNTREATED LUMBER <br />CONCRETE <br />FOUNDATION WORK <br />GABLE TRUSS TO BOND BEAM W/ <br />�? META20 @ 48" O.C. W/ MIN (7) 10d x 1 ''/z„ TOP OF FINISH PER PLAN <br />FLOOR SLAB <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 />----------- <br />MOISTURE BARRIER BETWEEN MASONRY— <br />AND NON -PT LUMBER BY OTHERS <br />GABLE ANGLE BRACING DETAIL (W/ HGAM10) �I L\ \ <br />1) MAX. TRUSS SPACING = 24" O.C. 2021 V1.0 <br />--J- - - <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 />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />E <br />a <br />U <br />AVIP"\ > <br />o <br />APEX <br />®'', <br />0 <br />14 <br />'5< <br />C) <br />1 <br />Q <br />BE <br />_CE N <br />M <br />J <br />LL <br />w <br />tds <br />� <br />"6" <br />J <br />J <br />true design studios <br />Z <br />O <br />U <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 <br />'j Q <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 />C <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 />c' <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />4. ALL FASTENERS I ) <br />U) <br />tl + <br />5. DESIGNED PER BCSI-B3NMOSTCURRENTOEDITION.NG <br />-T6" MAX <br />6" MAX <br />=" MAX <br />//7 <br />6' MAX <br />=" MAX <br />6 MAX <br />ME <br />w <br />J <br />0 <br />w <br />U <br />rn <br />w <br />w <br />rn <br />y <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 />)ND BEAM <br />:INFORCEMENT <br />EE 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 />2x8 <br />1 ROW <br />2 ROWS <br />2x6 <br />2x6 - <br />(1)2x8 <br />(2)2x6* <br />LU <br />Q <br />42 <br />C <br />U <br />Z <br />w <br />w <br />OC) <br />This item has been electronically <br />o signed and sealed by Justin M Lanier, <br />o PE on the date and/or time stamp <br />shown using a digital signature. <br />SINGLE TRUSS BRACING Printed considered <br />edsigne document and <br />� not considered signed and sealed <br />and the signature must be verified <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO >111111111111by a 3rd Party Certificate Authority <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN on any electronic copy ^ <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. O V J <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z W <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND w <br />GRADE AS WEB TO BE BRACED. z <br />LLJ O w <br />U <br />w Qw Q <br />z_ \\ <br />3 / Q <br />w m w o 0 <br />Q J W w <br />LLj � W � ti <br />O <br />U_LL <br />X <br />Z <br />O z <br />~ BOND BEAM 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 />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />° REINFORCEMENT <br />< <br />0 <br />LU <br />(SEE WALL SECTION) <br />o <br />_ <br />_- <br />FILL SOLID TO BOND BEAM <br />O <br />co <br />U <br />Lam. <br />w <br />LINTEL REINFORCEMENT <br />Abbott Park <br />J <br />d <br />O <br />U <br />I o <br />8 F -1 - #—DEPTH OF LINTEL ASSEMBLY V' <br />_j <br />LL LL <br />LOT 024-02 <br />U) <br />� <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />Z <br />_ <br />Z <br />U, <br />BEARING AT EACH END <br />} <br />GROUT FILLED LINTEL ASSEMBLY <br />O <br />PROJECT NO: <br />0 <br />W <br />8" PRECAST LINTEL. SEE PLAN. <br />O <br />2021.009234 <br />8F-1-# <br />z <br />DRAWN — - — <br />JAR <br />O <br />U <br />W <br />0 <br />L0 <br />CHKD: <br />MJP <br />U) <br />CL <br />Q <br />J <br />Q <br />X <br />Q <br />`,►t►lilli//��I <br />INN LAIVj� �,� <br />U <br />U) <br />U) <br />i <br />No 85166 •• <br />Z <br />.. * ; DocuSigned by: <br />Q <br />'F�' <br />4C: <br />l <br />T4971139 <br />w <br />Q <br />DEFg3 ` <br />O <br />',���� <br />(zn <br />oR.NQ <br />�s� <br />�5•<T <br />�� t i A� E, <br />Q <br />O_ <br />08-03-2021 <br />p <br />I- <br />w <br />U <br />REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date LU <br />-_ U) <br />O O <br />Z Z <br />= o <br />U <br />w <br />I-- <br />X ST=6 <br />w <br />a <br />CMU/METAL CONNECTOR ENGINEERING <br />