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-2-1 t " <br />)ocuSign Envelope ID: 54C2A7F5-648B-4BDD-AB94-3AF9820141D7 <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />...... ...... - <br />7 <br />MOISTURE BARRIER T.TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />PLAN. SEE TABLE 2; <br />7 - -------- 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 wl (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"';7 <br />FASTEN 2x6 NO.2 SYP <br />7-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 DEC <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 />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 />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1 -%." <br />2x4 NO.2 SYP BLOCKING BETWEEN <br />OUTILOOKERS. 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 />F] AND ALL UNTREATED LUMBER <br />GABLE TRUSS TO BOND BEAM W/ <br />M ETA20 @ 48" O.C. W/ M I N (7) 1 Od x 1-1/2" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />19 <br />BEAM W/ HTSM20 OR MSTAM36) <br />/HGAM10) <br />1) MAX. TRUSS SPACING = 24" O.C. 2021 V1.0 <br />2) OUTILOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM <br />OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE <br />TRUSSES W/ 9" OR LESS OVERHANGS. <br />8'-1" ABOVE <br />TOP OF <br />6-11" ABOVE <br />F.F.E.- <br />4' -9" ABOVE <br />F.F.E. <br />ABOVE 09L <br />F,F.E. <br />0'-9" ABOVE <br />F.F.E. <br />TOP OF <br />Ilk <br />CURB <br />F.F.E. <br />t <br />2x6x12 PT <br />CENTER[ <br />........................... :... <br />�s <br />DIA. ANCHOR <br />2x <br />4 PT TOP B ,, <br />q.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 W <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 Y2" x 41,," <br />THICK WASHER wl 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, 2 5" LAP <br />#5 CONT- <br />a. <br />ib <br />04 <br />z <br />PRE -CAST LINTEL <br />PER PLAN <br />FILL BOTH LINTELS SOLID <br />W/ CONTINUOUS POUR <br />PRE -CAST LINTEL PER PLAN <br />MITER -CUT LINTELS AT CORNER, <br />CORNER TO BE TEMPORARILY <br />SHORED FOR MIN (7) DAYS <br />LINTEL REINFORCING AT CORNER <br />... ............. <br />7 <br />........... . . //�, \X// <br />GARAGE SHEAR PIER <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 />W1 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 />M <br />6" MAX <br />'T 6' <br />16., MAX� <br />4t6­ m <br />65 <br />CD 0 <br />0 <br />Lf) 0 <br />APEX <br />ONO (D <br />1q_ '�<' <br />C) <br />0') <br />cri <br />co <br />Lj_ <br />-cl <br />Ld <br />_j tds .6 <br />_j <br />true design studios (1) <br />3: <br />z <br />TRUSSES NEEDING BRACING <br />0 <br />---------------------- —..... ....... ... ...... ...... .. ................................. - ........ . ............... <br />(n <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING MULTIPLE TRUSSES <br />< <br />SUITE 100, JACKSONVILLE, FL 32211 co <br />0 <br />1 ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />C) <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE. IMMEDIATELY <br />C) <br />4-1 <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />Lid <br />c <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />cy <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />cb <br />(D <br />4. ALL FASTENERS SHOWN ARE.131" x 3" LONG (UNO). <br />Done N <br />5. DESIGNED PER BCSI-133, MOST CURRENT EDITION. <br />> A <br />� CONTINUOUS LATERAL RESTRAINT WEB <br />A$ <br />uj <br />MAX <br />BRACE SUBSTITUTE < <br />:9 <br />WEB MEMBER SPECIFIED ALTERNATojRACING <br />SIZE CLR T OR L SCAB <br />.. ......... <br />I 2x4 1 ROW 2x4 (1)2x4 (D <br />2x4 2 ROWS 2x6 (2)2x4* <br />T-BRACE FASTENED TO z <br />I WWEB W1 1 Od AT 6" O.C. 2x6 1 ROW 2x4 (1)2x6 <br />2x6 2 ROWS 2x6 (2)2x4* <br />0 <br />2x8 1ROW 2x6 (1)2x8 W <br />1 2x8 2ROWS 2x6 (2)2x6* <br />... . . . . . ....... . .............. C) <br />L-BRACE FASTENED TO 0 <br />0 <br />WEB W/ iOd AT 6" O.C. 0') <br />SINGLE TRUSS BRACING <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />.. ........ <br />WEB W/ 10d AT 6" O.C. <br />b <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. cn <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR z <br />"IF (2) BRACES ARE LIJ <br />REQUIRED, APPLY (1) BRACE 0 SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE. SPECIES, AND U) w <br />0 EACH FACE OF WEB. <br />MAX T LLJ <br />GRADE AS WEB TO BE BRACED. z <br />z Uj <br />W 0 U) <br />w <br />W <br />Q <br />z < 0 <br />0 > < <br />z Uj 0 0 <br />w w <br />< 2 <br />Uj Uj <br />0_j x <br />LL. LL <br />z <br />0 z0 <br />BOND BEAM <br />q REINFORCEMENT <br />Uj1 : (SEE WALL SECTION) <br />_j <br />. ...... <br />w <br />........ FILL SOLID TO BOND BEAM <br />U) .. <br />.7 <br />U) <br />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 />I <br />L <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />................................. <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />BOND BEAM <br />REINFORCEMENT <br />w <br />Uj <br />(SEE WALL SECTION) <br />0 <br />F_ <br />_j <br />m <br />oi <br />FILL SOLID TO BOND BEAM <br />CL <br />0 <br />z <br />U)i <br />0 <br />UL <br />LU <br />U) <br />LINTEL REINFORCEMENT <br />< <br />0 <br />Abbott Park <br />w <br />_j <br />< <br />0 <br />0 <br />_j <br />LL <br />LOT 011-03 <br />CD <br />0 <br />8 F -1 #—DEPTH <br />OF LINTEL ASSEMBLY "d" <br />< <br />w <br />#5 BOTTOM BAR TO EXTEND <br />0 <br />z <br />< <br />z <br />NO LESS THAN 1" BEYOND <br />0 <br />BEARING AT EACH END <br />U) <br />GROUT FILLED LINTEL ASSEMBLY <br />0 <br />0 <br />PROJECT NO: <br />w <br />0 <br />8" PRECAST LINTEL. SEE PLAN. <br />0 j <br />2021.003507 <br />LL <br />8F-1-# <br />z <br />z: <br />DRAWN: <br />LDG <br />0 <br />8-Ill <br />0 <br />w­ <br />- - --- *"-,--,--,--*--* ----------------- -- <br />C) <br />CHKD <br />MJP <br />X <br />W <br />w <br />< <br />x <br />%%jIN L <br />��%A <br />� <br />U) <br />co <br />G E N <br />0 <br />z <br />ca <br />w <br />ZI .1 <br />No-851 <br />z <br />UocUVignid0*: <br />0 <br />'.. <br />c <br />110 10 <br />z <br />0 <br />40 EF435 <br />z <br />/0NMM�N*-NW <br />U) <br />:D <br />0 <br />03-26-2021 <br />W <br />REVISIONS: <br />w <br />' <br />a <br />Descripto <br />balTYPICAL PRE -CAST LINTEL OPTIONSDescription Date W <br />U) <br />< <br />0 <br />. ......................................... . ......... ....... ................ 0 <br />0 z <br />FF <br />z ............ i"o <br />T I <br />Do <br />x <br />w ST=6 <br />M11IMPTAi rnNNFrTnP FNr.INFFRINr. <br />