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DocuSign Envelope ID: A3E9FD1A-DG3746A6-B10D-9D4233C65975 <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <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 />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 BRAC1- <br />SEE PLAN <br />• UP TO 8FT SINGLE 2x6 ONLY <br />e UP TO 20 FT, 2x6 W/ 2x6 T-BRACE <br />FASTEN 2x6 NO.2 SYP <br />"T-BRACE" TO DIAGONAL BRACE <br />wl 10d COMMONS @ 3" O.C. <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />OR FLATWISE) <br />\ ROOF DECK <br />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />8'-0" OR AS SHOWN ON PLAN <br />I <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 />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/ 9" OR LESS OVERHANGS. <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 />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />A(1) H2.5Tw/ (10) 8d x 1 -Y2" <br />2x4 NO.2 SYP BLOCKING BETWEEN <br />OUTLOOKERS. FASTEN EACH <br />BLOCK TO ROOF DECK WITH 8d <br />COMMON @ 3" O.C. <br />i—GABLE TRUSS <br />WALL SHEATHING PER PLAN <br />Ii <br />L OR T BRACE VERTICAL <br />REINFORCEMENT PER <br />I TRUSS ENGINEERING <br />/ HGAM 10) <br />2021 v1.0 <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 '/z" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />TOP OF WALL <br />TOP OF FINISH <br />FLOOR SLAB <br />8'-1" ABOVE OIL <br />F.F.E. <br />TOP OF <br />GARAGE DOOR Y <br />6-1" ABOVE <br />F.F.E. <br />ABOVE <br />F.F.E.F.F. <br />2'-9" ABOVE <br />F.F.E. OIL <br />0'-9" ABOVE <br />F.F.E. Y <br />TOP OF <br />CURB <br />F.F.E. <br />J <br />2x6xl2 f T <br />CENTEI <br />$" DIA. ANCHOI <br />2x4 PT TOP <br />OLOF OPENING <br />2x6 PT BUCK EACH SIDE OF OPENING <br />- PROVIDE (5) 48" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 '/z' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 %" x 16" <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />fu <br />v <br />PRE -CAST LINTEL <br />PER PLAN <br />a <br />LO <br />N <br />Z_ <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 />GARAGE SHEAR PIER <br />VERTICAL BARS TO EXTEND TO <br />TOP OF WALLAS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />PRECAST LINTEL SEE <br />PLAN <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />SHOWN. <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN 6" BEND <br />AT BOTTOM. <br />CONCRETE <br />FOUNDATION WORK <br />PER PLAN <br />TRUSSES NEEDING BRACING <br />O <br />C3 <br />O <br />O p <br />APEX0 <br />O <br />WIT <br />O <br />i ti5 <br />r <br />N <br />N <br />M o <br />LL <br />tds <br />Ld <br />J � <br />true design studios <br />z <br />0 <br />U) <br />U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 <br />—� 0 <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). O <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY O <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. W <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. 6 <br />4. ALL FASTENERS SHOWN ARE. 131 " x 3" LONG (UNO). U) 014HOMON, Z3 <br />5. DESIGNED PER BCSI-63, MOST CURRENT EDITION. <br />120 £J a <br />W <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 />w (SEE WALL SECTION) <br />o - <br />uJ - FILL SOLID TO BOND BEAM <br />U <br />w <br />w <br />0 8 F - # — DEPTH OF LINTEL <br />i <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />Q <br />WEB MEMBER SPECIFIED ALTERNATE BRACING j <br />SIZE CLR T OR L SCAB <br />2x4 1 ROW 2x4 (1)2x4 <br />N <br />2x4 2 ROWS 2x6 (2)2x4* <br />Z <br />2x6 1 ROW 2x4 (1)2x6 <br />W <br />2x6 2 ROWS 2x6 (2)2x4* <br />0 <br />This item has been electronically <br />1 ROW 2X6 <br />W <br />signed and sealed by Justin M Lanier, <br />2x8 (1)2x8 <br />W <br />PE on the date and/or time stamp <br />2X8 2 ROWS 2x6 (2)2x6* <br />O <br />shown using a digital signature. <br />O <br />Printed copies of this document are <br />O <br />not considered signed and sealed <br />O <br />and the signature must be verified <br />SINGLE TRUSS BRACING <br />i` <br />by a 3rd Party Certificate Authority <br />>.on any electronic copy <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />U-) <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />O <br />�^^ <br />VJ <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />z <br />' ' I <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />U) <br />W_ <br />W <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />W <br />GRADE AS WEB TO BE BRACED. <br />�/ <br />W <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 />J z w <br />m <br />Uj O cn <br />W <br />W Q <br />W <br />z O <br />c� > <br />z 0 Q <br />m W o <br />oW <br />0 0 W W <br />x <br />O X <br />LL <br />Z `- <br />O z <br />_�/ BOND BEAM <br />-* REINFORCEMENT < 0 <br />J (SEE WALL SECTION) <br />o ��b a- z <br />= FILL SOLID TO BOND BEAM O d <br />W U <br />LU <br />LINTEL REINFORCEMENT �WJ <br />X Abbott Park Q <br />0 U <br />LJL <br />8 F -1 - #—DEPTH OF LINTEL ASSEMBLY "d" Q LLj <br />LOT 035-03 0 <br />I- <br />#5 BOTTOM BAR TO EXTEND U Z <br />NO LESS THAN 1" BEYOND Z <br />BEARING AT EACH END <br />U) <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: W <br />8" PRECAST LINTEL. SEE PLAN. 0 ILL.2021.009229 � <br />z DRAWN: -_-- — o <br />$8 F-1-##-# U JAR <br />F_ LO <br />CHKD: MJP <br />X � <br />� Q <br />Q VjjJ1111111i11�� <br />LAIC/,�e U) <br />co z <br />No 85166 Q <br />Z '• * DocuSigned by: �• <br />�I�670�EDEFd33 ~ <br />' �G/ U) <br />W Off, .c P,.• <br />cn ����iS�QNAi �►,,` <br />Q <br />O_ 07-28-2021 p <br />W <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date W <br />W <br />Q <br />----- iA <br />OJ --� O <br />O z <br />z <br />_ 0 <br />U <br />W <br />H <br />X <br />W ST=6 <br />d <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />