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AIL !_I 11 1! 1 + ' -- _. — 1 I _ —ii <br />)ocuSign Envelope ID: C14E474E-01F2-47BC-B356-D144268A78A1 <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />i• SUB FASCIA <br />MOISTURE BARRIER - TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />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 />TRUSS TO TOP PLT W/ H2.5T OR RT7AT— <br />SHEATHING TO TOP PLATE- <br />W/ 8d COMMON @ 3" O.C. <br />FULLY SHEATH KNEEWALL PER TABLE 2:- <br />WOOD STRUCTURAL PANEL SHEATHING <br />REQUIREMENTS <br />e MIN 2x4 NO.2 SYP PT PLATE BETWEEN <br />TRUSSES W/ (3) 10d TOENAILS EACH END & <br />MINIMUM (21" 11 x 6" EMBED DRILL AND <br />EPDXY ANCHOR W/ NUT & WASHER EACH <br />PLATE SEGMENT WITHIN 6" OF END <br />e 2x4 No.2 SYP PT PLATE CONTINUOUS W/ <br />x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT <br />& WASHER @ 24" O.C. <br />y- <br />FASTEN 2x4 NO.2 SYP NAILERS <br />TO SOLID FRAMING W/ (3) <br />0.131"x3" RING SHANK AT 16" O.C. <br />T <br />CRICKET BY BUILDER <br />\ <br />\ <br />PLT HGT <br />iD <br />8'-1" ABOVE <br />F.F.E. 2x6x12 PT <br />CENTER[ <br />TOP OF <br />GARAGE DOOR <br />6.-1" ABOVE <br />F.F.E. <br />48' DIA. ANCHOR <br />4'-9" ABOVE � 2x4 PT TOP BI <br />F.F.E. <br />rLOF OPENING <br />2x6 PT BUCK EACH SIDE OF OPENING <br />2'-9" ABOVE _ <br />F.F.E. <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 %" x 416" <br />0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. <br />F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />RAFTER TO NAILER W/ TOP OF <br />MIN (4) 8D COMMON CURB <br />TOE NAIL <br />2x4 NO.2 SYP AT 24" O.C. F.F.E. <br />FASTENED TOGETHER <br />WITH (4) 8D COMMON. <br />GARAGE DOOR JAMB DETAIL <br />CD1SHED ROOF DETAIL <br />TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 <br />SHEATHING TO PT PLATE - IN TRUSS <br />W/ 8d COMMON @ 3" O.C. <br />i <br />IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION <br />HEIGHT, BUILD UP PER THE FOLLOWING DETAIL <br />KW 5 WOOD <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, 24 W/ 2x6 T-BRACE:' <br />FASTEN 2x6 NO.2 SYP <br />"T-BRACE" TO DIAGONAL BRACE <br />w/ 10d COMMONS @ 3" O.C. <br />NEEWALL OVER MASONRY <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 />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />ROOF DECK--\ <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />- - _ CLIP TO GABLE TOP CHORD WITH <br />(1)H2.5Tw/(10)8dx1 %" <br />F 2x4 NO.2 SYP BLOCKING BETWEEN <br />PROVIDE PANEL I OUTLOOKERS. FASTEN EACH <br />EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d <br />NON -DROPPED GABLE COMMON @ 3" O.C. <br />GABLE TRUSS <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 />/ 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 />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 '/2" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />PRE -CAST LINTEL <br />PER PLAN <br />D- <br />in <br />cV <br />Z <br />2 <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 />TOP OF WALLIL <br />i <br />-------- <br />I I � <br />� I I / <br />GARAGE SHEAR PIER <br />\17 <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 />" MAX <br />16" MAXj <br />=" MAX <br />T" MAX <br />L" <br />6" <br />TRUSSES NEEDING BRACING <br />LATERAL BRACING - MULTIPLE TRUSSES <br />O <br />U <br />O <br />O O <br />04 <br />APEX <br />cq U <br />(U <br />C) N <br />1 tB <br />0 <br />N <br />M <br />L <br />w <br />J t ds .Q <br />J true design studios a) <br />Z <br />O <br />9000 REGENCY SQUARE BLVD. <br />U <br />0 SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />O <br />"D <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 />� <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />I-_ <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />: <br />a)5. <br />D, <br />,�O �� <br />DESIGNED PER BCSII---B3, MOST.131 <br />N <br />m i'i/1/► �r <br />CONTINUOUS LATERAL RESTRAINT WEB w <br />MAX BRACE SUBSTITUTE <br />Q +� <br />WEB MEMBER SPECIFIED ALTERNATE BRACING <br />SIZE CLR T OR L SCAB <br />2x4 1 ROW 2x4 (1)2x4 ) <br />2x4 2 ROWS 2x6 (2)2x4" U <br />-- T-BRACE FASTENED TO - -- - - Z <br />WEB W/ 10d AT 6" O.C. 2x6 1 ROW 2x4 (1)2x6 w <br />2x6 2 ROWS 2x6 (2)2x4' (D <br />- - - 2x8 1 ROW 2x6 (1)2x8 w w <br />2x8 2 ROWS 2x6 (2)2x6" <br />- — L-BRACE FASTENED TO O <br />WEB W/ 10d AT 6" O.C. O <br />O <br />SINGLE TRUSS BRACING <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL U-) <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN r <br />SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. O C/) <br />WEB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z w <br />'`IF (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. (n <br />REQUIRED, APPLY (1) BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W U_ <br />MAX TO EACH FACE OF WEB. <br />GRADE AS WEB TO BE BRACED. z W <br />m LLI O co <br />w j3 F— <br />w Q z_ <br />z > Q Q <br />00 w <br />1 J w w <br />w w w <br />O <br />J X <br />z <br />O <br />BOND BEAM <br />O <br />REINFORCEMENT <br />J (SEE WALL SECTION) <br />o - <br />uJ FILL SOLID TO BOND BEAM <br />U <br />w <br />LU <br />8 F - #= DEPTH OF LINTEL <br />ASSEMBLY "d" <br />li GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />BOND BEAM <br />REINFORCEMENT <br />I ' (SEE WALL SECTION) <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />0 <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />BOND BEAM <br />REINFORCEMENT <br />0 <br />.. <br />J <br />(SEE WALL SECTION) <br />a. <br />Z <br />LU <br />2 <br />FILL SOLID TO BOND BEAM <br />O <br />a <br />cUn <br />U <br />LL <br />LU <br />a <br />-� <br />LINTEL REINFORCEMENT <br />of <br />ABBOTT PARK <br />J <br />0 <br />V <br />0- <br />ILL <br />LOT 042-03 <br />0 <br />8 F -1 - #= DEPTH OF LINTEL ASSEMBLY "d" <br />a <br />w <br />_ <br />H <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />Z <br />_ <br />Z <br />Ur <br />BEARING AT EACH END <br />GROUT FILLED LINTEL ASSEMBLY <br />0 <br />PROJECT NO <br />w <br />LL <br />8" PRECAST LINTEL. SEE PLAN. <br />O <br />2021.006631 <br />LL <br />Z <br />-- <br />O <br />8F-1-# <br />U <br />DRAWN: <br />KME <br />o <br />o <br />w <br />CHKD: <br />LO <br />X <br />MJP <br />IZ <br />Q <br />Q <br />U <br />�N Lq/��� �,��� <br />C� <br />m <br />.`��,,JS� <br />;. �,. �� G•E N 3$ <br />Z <br />No 85166 :' <br />w <br />Z <br />_ �• ••� <br />3 <br />DgkuSlpned by: <br />Q <br />0 <br />- • <br />:9 <br />TAT"�.."_0F • � � <br />1 <br />w <br />O •' <br />� <br />3F4671 DACQEF423 <br />(n <br />�i . • O R �','• • G\N�,, <br />Z <br />Q <br />Z <br />�''SS/ONA1-E%� <br />(n►►►►►►►tttt� <br />Q <br />O <br />05-17-2021 <br />p <br />I— <br />W <br />U <br />REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date <br />w <br />� J <br />O -- 0 <br />Z - - Z <br />U � <br />w <br />W ST=6Q <br />d <br />CMU/METAL CONNECTOR ENGINEERINGa <br />