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DocuSign Envelope ID: 9ED12F2D-B41C-4448-BA56-5E8CEB9C3CDC <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 />UPPER PLT <br />ROOFDECK <br />ROOFTRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <br />TRUSS TO TOP PLT W/ H2.5T OR RT7AT I <br />SHEATHING TO TOP PLATE <br />W/ 8d COMMON @ 3" O.C. <br />FULLY SHEATH KNEEWALL PER TABLE 2-.— <br />CRICKET BY BUILDER <br />\ <br />WOOD STRUCTURAL PANEL SHEATHING <br />REQUIREMENTS <br />• MIN 2x4 NO.2 SYP PT PLATE BETWEEN <br />ti <br />TRUSSES W/ (3) 10d TOENAILS EACH END & <br />MINIMUM (2t" 7� x 6" EMBED DRILL AND <br />EPDXY ANCHOR W/ NUT & WASHER EACH <br />PLATE SEGMENT WITHIN 6" OF END <br />1 <br />• 2x4 No.2 SYP PT PLATE CONTINUOUS W/ <br />\\ <br />x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT <br />LOWER PLT I <br />& WASHER @ 24" O.C. <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 J�WOOD KNEEWALL OVER MASONRY <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 />• 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 DECK <br />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />i <br />�I <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 />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />j <br />/ HGAM 10) <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-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 />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 />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 <br />F.F.E <br />2'-9" ABOVE <br />F.F.E. <br />0'-9" ABOVE <br />F.F.E. Y <br />TOP OF Ilk <br />CURB <br />F.F.E. <br />rLOF OPENING <br />zxox I Z I <br />CENTEI <br />DIA. ANCHOI <br />2x4 PT TOP <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 48" 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 �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 />PRE -CAST LINTEL <br />PER PLAN <br />IL <br />J <br />in <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 />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 />w <br />J <br />M <br />0 <br />w <br />U <br />U <br />Lu <br />w <br />W <br />TRUSSES NEEDING BRACING <br />w <br />•• <br />O <br />O <br />APEX <br />0 <br />N <br />co <br />Ly <br />C) <br />Q. <br />T <br />BE � <br />=C E N <br />N <br />J <br />LL <br />W <br />ds <br />i� <br />�= <br />J <br />J-6 <br />true design studios <br />� <br />Z <br />O <br />U <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />SUITE 100,JACKSONVILLE,FL32211 <br />W <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />p <br />�6 <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />� <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 />LU <br />Cr <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />4. ALL FASTENERS SH5. <br />11HOMN' <br />a): <br />N'I <br />DESIGNED PER BCSII--B3NMOSTI31CURRENTONG EDITION.) <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 I 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 I <br />(2)2x6* <br />W <br />Q <br />0I <br />1 <br />U <br />N <br />Z <br />LILI <br />LLI <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <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 />SINGLE TRUSS BRACING <br />� <br />and the signature must be verified <br />a 3rd Party Certificate Authority <br />on any electronic copy <br />>.by <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 />V J <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 />INDIVIDUAL <br />(A <br />W <br />M _ <br />3. WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />W <br />GRADE AS WEB TO BE BRACED. <br />8 F - # DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />8 F-# <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />° 8U8 ° <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />Z J z Lu <br />m <br />Uj O c) <br />W <br />LU Q <br />w Q z_ <br />> Q Q <br />W m w <br />LU <br />0 0 _j w <br />w <br />O X <br />Z `- <br />O_ Z <br />BOND BEAM <br />° <br />REINFORCEMENT <br />W <br />w <br />J <br />(SEE WALL SECTION) <br />O <br />z <br />\� <br />LL <br />LLJ= <br />FILL SOLID TO BOND BEAM <br />0 <br />w <br />0 <br />LL <br />" <br />LINTEL REINFORCEMENT <br />Abbott Park <br />.WJ <br />� <br />Q <br />O <br />U <br />- <br />° ° <br />8 F -1 - # - DEPTH OF LINTEL ASSEMBLY "d" <br />J <br />w <br />Q <br />LOT 037-03 <br />(n <br />0 <br />W <br />U <br />Q <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />Z <br />z <br />BEARING AT EACH END <br />>. <br />GROUT FILLED LINTEL ASSEMBLY <br />(-D <br />O <br />PROJECT NO: <br />W <br />8" PRECAST LINTEL. SEE PLAN. <br />0 <br />2021.009231 <br />p <br />LL <br />8F-1 —# <br />Z <br />0 <br />DRAWN: <br />JAR <br />O <br />o <br />CHKD: <br />X <br />MJP <br />LU <br />W <br />W <br />Q <br />J <br />U <br />Q <br />`,11►11111111j� <br />(A <br />LA1��, ,f* <br />CO <br />m�••. <br />\cENSF•.4 '•� <br />z <br />0 <br />W <br />. i <br />No 85166 <br />1'S <br />Z <br />* DocuSigned by: <br />•' <br />i 13 <br />TRLP1 DGRF4 3 - � � <br />LU <br />: O •'. '41: <br />' ' <br />U) <br />Q <br />�F•.OR�• G �. <br />Z <br />�isl0 N Ai �,`` <br />Q <br />cZn <br />O_ <br />07-28-2021 <br />p <br />�- <br />W <br />U <br />REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w <br />1 O <br />O z <br />2 0 <br />U <br />LU <br />X <br />w ST=6 <br />n <br />CMUIMETAL CONNECTOR ENGINEERING <br />