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DocuSign Envelope ID: 522DF995-5B8E-4C88-9CF2-A496CE6AE6C0 <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />MOISTURE BARRIER W - TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />PLAN. SEE TABLE 2; <br />a <br />SHEET ST-1 (PORCH <br />CEILING BOARD) <br />TYPICAL PORCH SHEATHING <br />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 BRACir <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 />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 />41, (1) H2.5T w/ (10) 8d x 1Nx <br />PROVIDE PANEL 2x4 NO.2 SYP BLOCKING BETWEEN <br />EDGE BLOCKING FOR OUTLOOKERS. FASTEN EACH <br />BLOCK TO ROOF <br />NON-DROPPED GABLE COMMON @3" O.C. WITH 8d <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 />/ 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 />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 '/a" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />in <br />8'-1" ABOVE <br />F.F.E. 2x6x12I <br />CENTEI <br />TOP OF <br />GARAGE DOOR <br />ABOVE <br />F.F.E.F.F. <br />48" DIA. ANCHOI <br />4'-9" ABOVE Ilk <br />F.F.E. <br />.F.E. <br />F.F.. <br />ABOVE <br />F.F.E. <br />F.F. <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'/2' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 '/2" x �16" <br />0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. <br />F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />TOP OF <br />CURB <br />F.F.E. <br />1-7 <br />GARAGE DOOR JAMB DETAIL <br />#5 CONT. �� PER PLAN LINTEL <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />D- <br />g <br />Cn <br />CV <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 WALLAS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />TOP OF WALL i <br />I I <br />1 I I <br />I I I <br />I I I <br />-- <br />I <br />I I I <br />I � I <br />I <br />PRECAST LINTEL SEE <br />SEE PLAN <br />—� <br />PLAN <br />I � I <br />I <br />EXTEND REINFORCING TO <br />- - --- <br />END OF PIER W/ 6" BEND TO <br />I <br />LAP WALL REINFORCING AS <br />I <br />I <br />SHOWN. <br />I I <br />I <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />j <br />I j <br />VERT. BAR ADJACENT TO <br />_i <br />GARAGE DOOR OPENINGS. <br />I I <br />I <br />I <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />I <br />i - <br />I <br />l <br />NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />l i <br />TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />l <br />PLACEMENT PLAN. MIN 6" BEND <br />AT BOTTOM. <br />II II I I <br />j l CONCRETE <br />I FOUNDATION WORK <br />TOP OF FINISH I PER PLAN <br />FLOOR SLAB <br />I I I <br />I i � <br />I I � <br />I I � <br />/ \7 <br />---------------------------- <br />I i � <br />\ <br />GARAGE SHEAR PIER <br />- TRUSSES NEEDING BRACING - <br />O <br />U <br />O <br />O <br />p <br />04 <br />LO <br />APEX 0 <br />OR <br />N <br />14T <br />15<1 <br />0) <br />Cx <br />t[i <br />N <br />CID <br />J � <br />LL <br />W <br />J t ds J N <br />5; true design studios <br />Z <br />O <br />_. U) <br />U 9000 REGENCY SQUARE BLVD. C <br />LATERAL BRACING - MULTIPLE TRUSSES Q 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 />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 />LU LU <br />C <br />C <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />Cr. <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />4. ALL FASTENERS ARE" x 3"5. <br />DORSH090N <br />DESIGNED PER BCSII--B3, MOSTI31CURRENTONG EDITION.) <br />a) <br />_" MAX <br />_" MAX <br />_" MAX <br />_'MAX <br />_" MAX <br />_" MAX <br />33 <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 />(SEE WALL SECTION) <br />FILL SOLID TO BOND BEAM <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER <br />SPECIFIED <br />BRACING <br />_ALTERNATE <br />T OR L SCAB <br />SIZE <br />CLR <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 />1 ROW <br />2x6 <br />(1)2x8 <br />2x8 <br />2 ROWS <br />2x6 <br />(2)2x6* <br />J♦ # ! r`• <br />m <br />w <br />C <br />W <br />U <br />Z <br />W <br />0 <br />W <br />O <br />This item has been electronically <br />-- - -- - O signed and sealed by Justin M Lanier, <br />O PE on the date and/or time stamp <br />O shown using a digital signature. <br />SINGLE TRUSS BRACING ti Printed copies of this document are <br />�, >01sby <br />ot considered signed and sealed <br />nd the signature must be verified <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL a 3rd Party Certificate Authority <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN n any electronic copy / <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. O V J <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z ' t I <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) MM �+�+ <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W W <br />GRADE AS WEB TO BE BRACED. Z <br />O /�W <br />m LLJ W <br />W <br />LU Q <br />w � O <br />z <br />c� > Q Q <br />w m Lu <br />o � � Ljj w w <br />ox <br />LLL X <br />Z <br />_LL <br />o z <br />BOND BEAM <br />REINFORCEMENT <br />w (SEE WALL SECTION) W <br />a z <br />= FILL SOLID TO BOND BEAM O d <br />� U LL <br />UJ <br />" LINTEL REINFORCEMENT J <br />Abbott Park Q <br />O U <br />J (n <br />_ 1 -- <br />8 F - #— DEPTH OF LINTEL <br />ASSEMBLY "d" <br />11 <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 81.18 0 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />8 F -1 - #-� DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />LOT 025-03-1 B <br />W <br />H <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />Z <br />_ <br />Z <br />V, <br />BEARING AT EACH END <br />W <br />GROUT FILLED LINTEL ASSEMBLY <br />C� <br />O <br />PROJECT NO: <br />Q <br />8" PRECAST LINTEL. SEE PLAN. <br />O <br />2021.012594 <br />LL <br />8F-1-# <br />U <br />DRAWN — CD -- - - - <br />o <br />-....- --- -_- <br />O <br />LO <br />CHKD: <br />MJP <br />X <br />W <br />W <br />Q <br />U <br />IN LqN�� •,�� <br />cn <br />LU <br />No 85166 <br />Docuftned by: <br />L11- <br />i Tf7l EF43^�. 4✓ � <br />��iF•• 0RI,�•••��` <br />'�i,SS;� <br />Z_ <br />..% <br />N A� ��, <br />olls <br />O_ <br />11-01-2021 <br />H <br />W <br />U <br />REVISIONS: <br />LU <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date <br />LU <br />(n J <br />- Q <br />U) <br />O f— <br />Z z <br />= O <br />U C, <br />w <br />H <br />X <br />W ST=6 <br />a_ <br />CMUIMETAL CONNECTOR ENGINEERING <br />