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DocuSign Envelope ID: 804C66C7-1A16-44B1-A7C7-0002ED72E2B6 <br />_'- <br />�e <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />MOISTURE BARRIER17� -1 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 COMMQNS 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 />• 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 />I <br />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />64" OR AS SHOWN ON PLAN <br />I <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 />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 (W/ 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 '/2" <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 <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 />&-1" ABOVE <br />F.F.E. <br />TOP OF <br />GARAGE DOOR <br />6-1"ABOVE . <br />F.F.E. <br />4'-9" ABOVE _ <br />F.F.E. <br />2'4' ABOVE <br />F.F.E. <br />0'-9" ABOVE <br />F.F.E. <br />TOP OF <br />CURB <br />F.F.E. <br />J�— q_OF OPENING <br />2x6x12 PT —_ <br />CENTER BUCK <br />DIA. ANCHOR <br />2x4 PT TOP BUCK <br />2x6 PT BUCK EACH SIDE OF OPENING <br />- PROVIDE (5) 46" 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 />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <br />#5 CONT. <br />v <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />a <br />J <br />L0 <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 />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 />\\\\\\\\\\\\\\\\ <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />O <br />Ocr <br />O 0 <br />04 <br />APEX <br />00 <br />N <br />4 _x <br />O Q) <br />O c6 <br />cam- <br />N <br />N �'I <br />M <br />ILL.tds <br />1 <br />W <br />J <br />_I �, <br />true design studios <br />Z <br />O <br />U <br />U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />�( <br />SUITE 100, JACKSONVILLE, FL 32211 <br />0 <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 />O <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />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. <br />4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). <br />V) <br />o ® <br />z� <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />0] <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 />w <br />T_. ° FILL SOLID TO BOND BEAM <br />c) - _I <br />WI <br />Uj <br />) <br />�I I <br />0 <br />8 F - # - DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />CONTINUOUS LATERAL RESTRAINT WEB <br />ry <br />BRACE SUBSTITUTE <br />Q <br />WEB MEMBER SPECIFIED 'ALTERNATE BRACING <br />U) <br />_ <br />' <br />SIZE CLR T OR L SCAB <br />F2x4 1 ROW 2 T (1)2x4 <br />2x4 2 ROWS 2x6 (2)2x4 <br />U <br />Z <br />2x6 1 ROW 2x4 (1)2x6 <br />W <br />2x6 2 ROWS 2x6 (2)2x4* <br />(� <br />2x8 1 ROW 2x6 (1)2x8 <br />W <br />w <br />2x8 2 ROWS 2x6 (2)2x6* <br />- -- - - <br />O <br />O <br />O <br />SINGLE TRUSS BRACING <br />j <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />O <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 />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME <br />U) <br />SIZE, SPECIES, AND <br />/ <br />GRADE AS WEB TO BE BRACED. <br />W <br />0 <br />BOND BEAM <br />° 0,4REINFORCEMENT <br />_ (SEE WALL SECTION) <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />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 />UU O C) <br />L <br />W QW <br />z <br />Z Q <br />W m w o <br />o p J w w2 <br />d. <br />J X ,. <br />z <br />Z <br />O z <br />BOND BEAM 0 <br />J REINFORCEMENT Q 0 <br />w �• (SEE WALL SECTION) W <br />_j ~ <br />_ 0 z <br />LU <br />FILL SOLID TO BOND BEAM O <br />U) <br />r- U LL <br />Uj <br />\,y' LINTEL REINFORCEMENT J <br />ABBOTT PARK Q <br />U <br />0 0 _I (n <br />LL LOT 040-03 0 <br />8 F -1 - # ► DEPTH OF LINTEL ASSEMBLY "d" <br />#5 BOTTOM BAR TO EXTEND U z <br />NO LESS THAN 1" BEYOND z <br />BEARING AT EACH END } - <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO w <br />8" PRECAST LINTEL. SEE PLAN. O 2021.006629 <br />ILL}} <br />8F-1-# = DRAWN O <br />KME o <br />U o , <br />P_ CHKD MJP <br />J I <br />Q U <br />Q`0%,►111111/I/1' (A <br />,���,�5 I.. LAl���9 �� 0 <br />G•E N Z_ <br />0 Z <br />W Z No 85166 <br />Q <br />Z <br />_ * • Doc Signed by: •• <br />O� 0 :�► 0 <br />. �� <br />W O •, DR2T7EF435,' /� U) <br />Q <br />O_ 05-18-2021 p <br />W <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description j Date W <br />- W <br />U) J <br />— - -� C <br />O z I <br />W <br />I- <br />X <br />W ST=6 <br />d <br />CMUIMETAL CONNECTOR ENGINEERING <br />