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DocuSign Envelope ID: 782EE58A-B8B4-4AE1-A1E3-BC7546D7A11F <br />MOISTURE BARRIER <br />BY OTHERS ' <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />-- --- <br />TYPICAL PORCH <br />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, <br />BETWEEN' <br />(3) 10 <br />FASTEN 2x6 NO.; <br />DIAGONAL BRAC <br />BLOCKING <br />10d COMA <br />2x6 NO.2 SYP DIAGONAL <br />SE <br />• UP TO 8FT SINGLE 2. <br />• UP TO 20 FT, 2x6 W/ 2x6 7 <br />FASTEN 2x6 NO.; <br />"T-BRACE" TO DIAGONAL BI <br />w/ 10d COMMONS @ 3 <br />nivv rvvrv-r i LVIVIEDCR o 1 v 9 FIF- \o <br />G <br />1) MAX. TRUSS SPACING = 24 O.C. <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 />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <br />ABLE ANGLE BRACING DETAIL (W/ HGAM10) <br />2021 V1.0 <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1 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 />8'-1" ABOVE OIL <br />F.F.E. <br />TOP OF <br />6-1" ABOVE <br />F.F.E. <br />ABOVE <br />F.F.E.F.F. <br />ABOVE <br />F.F.E.F.F. <br />rLOF OPENING <br />2x6x12 I <br />CENTEE <br />48' 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 Y2' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR PROVIDE 1 '/2" x 4 " <br />J is <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 />GARAGE DOOR JAMB DETAIL <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />o <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 />TOP OF WALL <br />I I I <br />'IF <br />I I I <br />I I I <br />-- <br />I <br />I I I <br />II I <br />II I I <br />I <br />- --i --i------ ----------------- <br />PRECAST LINTEL SEE <br />- PLAN <br />SEE PLAN--\q <br />I � I <br />I I <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 />I I I <br />I I I <br />I \ N <br />Xx <br />\\ �\\\\ �\\ �\\ <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />E <br />0 <br />0 <br />O <br />O <br />APEX <br />cT <br />0 <br />0 <br />C_ <br />4 <br />O <br />O <br />N <br />Q <br />1 <br />tT3 <br />BE <br />:CE N <br />(N <br />J <br />II <br />U_ <br />W <br />t d <br />J <br />J <br />5; <br />true design studios <br />N <br />> <br />z <br />O <br />U <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 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 />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />H <br />cT <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 />W <br />DIHNON' <br />0) <br />5. DESIGNED PER BCSI-63, MOST CURRENT EDITION. <br />N <br />�6" MAX <br />J6-" MAX <br />16" MAX <br />_16" MAX <br />_L6' MA; <br />=6" MA; <br />a <br />J 0 <br /># 1 <br />m <br />CONTINUOUS LATERAL RESTRAINT WEB <br />K BRACE SUBSTITUTE <br />WEB MEMBER SP CIFIED CLR T ORERNATE_BRA ING <br />SIZCn <br />__ -- <br />2x4 1 ROW 2x4 (1)2x4 i- D <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 LLJ <br />2x6 2 ROWS 2x6 (2)2x4* (� <br />2x8 1 ROW 2x6 (1)2x8 W <br />2x8 - 2 ROWS 2x6 (2)2x6* _ OW This item has been electronically <br />- L-BRACE FASTENED TO O signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />WEB W/ 10d AT 6" O.C. shown using a digital signature. <br />SINGLE TRUSS BRACING Printed copies of this document are <br />IT >Nl�by <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 r <br />SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. O V / <br />WEB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR z <br />IF (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. (O w <br />REQUIRED, APPLY (1) BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W Q <br />K TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. n/ <br />LLLL <br />BOND BEAM <br />REINFORCEMENT <br />uJ LJ •r-1 (SEE WALL SECTION) <br />J <br />w FILL SOLID TO BOND BEAM <br />0 <br />o) <br />LJ <br />w <br />rn <br />8 F - #— 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 />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />0 0 <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />w <br />_1 <br />w <br />U <br />U) <br />w <br />w <br />07 <br />J Z w <br />Uj O Cn <br />L cc <br />W Q G <br />w Q z <br />c� > Q Q <br />W w <br />0 0 J w <br />w w <br />OJ x <br />z Z <br />O O <br />i BOND BEAM <br />REINFORCEMENT 0 <br />(SEE WALL SECTION) O W <br />a z <br />�— FILL SOLID TO BOND BEAM 0 <br />O a <br />U LL- <br />Q <br />�— LINTEL REINFORCEMENT J <br />Ix Abbott Park Q <br />O —_ U) <br />U- LOT 029-03 0 <br />8 F -1 - # r DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />W <br />U <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1 BEYOND <br />Z <br />z <br />0 <br />BEARING AT EACH END <br />>. <br />coC� <br />GROUT FILLED LINTEL ASSEMBLY <br />O <br />PROJECT NO: <br />W <br />8" PRECAST LINTEL. SEE PLAN. <br />O <br />2021.009225 <br />W <br />8F-1-# <br />z <br />7: <br />DRAWN: - <br />JAR DRAWN: <br />O <br />o <br />W <br />LO <br />CHKD: <br />x <br />MJP <br />Q <br />Q <br />Q,�►►►►►�rrrrrr <br />U <br />cn <br />0 <br />W <br />� <br />` No 85166 .• <br />Z <br />* <br />DocuSigned by: •� * <br />Q <br />E!� <br />W <br />19 DEFQ�,. <br />UI)7 <br />z <br />**;-; N A` E� 0% <br />Cn <br />rO <br />O <br />07-28-2021 <br />F- <br />W <br />U <br />REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date <br />-- - - - W <br />� J <br />a <br />_j _ _ __ 0 <br />Z _ Z <br />U - Q <br />w <br />F- <br />x <br />w ST=6 <br />rz. <br />CMUIMETAL CONNECTOR ENGINEERING <br />