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DocuSign Envelope ID: E631B9FE-6304-4D2E-AC92-45D1657A06BB <br />MOISTURE BARRIER <br />BY OTHERS <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 w/ (6) <br />10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BRAC�,- <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 />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />SUB FASCIA <br />tE BARRIER <br />IRS <br />Y LINTEL <br />V <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 />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 />WALL SHEATHING PER PLAN <br />I / <br />f L OR T BRACE VERTICAL <br />REINFORCEMENT PER <br />TRUSS ENGINEERING <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 (W/ 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 />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 />8'-1" ABOVE <br />F.F.E. <br />TOP OF <br />ABOVE <br />F.F.E.F.F. <br />4'-9" ABOVE <br />F.F.E. <br />2'-9" ABOVE <br />F.F.E. <br />0'-9" ABOVE <br />F.F.E. <br />TOP OF <br />CURB <br />F.F.E. <br />T� <br />2x6x12 I <br />CENTEF <br />48" DIA. ANCHOI <br />2x4 PT TOP <br />FLOF OPENING <br />2x6 PT BUCK EACH SIDE OF OPENING <br />- PROVIDE (5) 48" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 %" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 ''/:" x 416" <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 />v <br />v <br />PRE -CAST LINTEL <br />PER PLAN <br />2 <br />'f 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 />I I I - <br />I I I <br />7— <br />I <br />Xx/ <br />I I I <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />0 <br />N <br />V�' <br />O <br />O <br />O. <br />N <br />APEX <br />III <br />N <br />� <br />t) <br />NI <br />O <br />O <br />N <br />t� <br />BE <br />CE, N <br />CO <br />J <br />LL <br />W <br />tds <br />J <br />J <br />Q <br />N <br />true design studios <br />z <br />0 <br />U <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />0 <br />� <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 />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />LV <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <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 />� <br />04111���A <br />� <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />_" MAX _" MAX I_" MAX <br />T-BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. <br />i . <br />J+ <br />00 <br />— - - W <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED 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 />1 ROW <br />2x6 <br />(1)2x8 <br />2x8 <br />2 ROWS <br />2x6 <br />(2)2x6* <br />0 <br />U) <br />U <br />z <br />W <br />0 <br />W <br />Ix <br />O <br />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 />� ot considered signed and sealed <br />nd the signature must be verified <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL ti >Mbrly a 3rd Party Certificate Authority <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN n any electronic copy' /) <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. (A W <br />REQUIRED, APPLY (1) BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND Q <br />_" MAX _" MAX �JT'MAX TO EACH FACE OF WEB. W 0' <br />GRADE AS WEB TO BE BRACED. � � � ...��` <br />LU O co <br />w <br />W Q z <br />0 > Q <br />0 <br />W m W <br />J Lu 2 <br />0 LL! LU <br />d' [� <br />x <br />U_ <br />z Q <br />o z <br />BOND BEAM BOND BEAM O <br />REINFORCEMENT REINFORCEMENT W <br />w (SEE WALL SECTION) w (SEE WALL SECTION) <br />p� z <br />= FILL SOLID TO BOND BEAM = FILL SOLID TO BOND BEAM 0 a <br />tin vvi U W <br />LINTEL REINFORCEMENT J <br />Abbott Park Q <br />O U <br />0 o J U) <br />- ¢ w <br />8 F - #�---DEPTH OF LINTEL 8 F -1 - #-�—DEPTH OF LINTEL ASSEMBLY "d" LOT 009-04-1 B <br />ASSEMBLY "d" — - <br />H <br />GROUT FILLED LINTEL ASSEMBLY #5 BOTTOM BAR TO EXTEND U z <br />NO LESS THAN 1" BEYOND Z <br />8" PRECAST LINTEL. SEE PLAN. BEARING AT EACH END } 0 <br />U) <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: W <br />8" PRECAST LINTEL. SEE PLAN. _1 2021.012600 <br />8F-# 8F-1 —# U DRAWN CD O <br />i.— CHKD: MJP W <br />W <br />BOND BEAM <br />REINFORCEMENT W J <br />(SEE WALL SECTION) Q U <br />COURSING BELOW BOND •*'�G E N S •'•9 ���� 0 <br />BEAM MAY BE FILLED OR NO 85166 <br />UNFILLED W • <br />z `�: :*• <br />Doc*Signed by: <br />0 00 0 <br />j, I <br />8U8 :- C3F4671DACDEF43§-1ATE OF• <br />LLI Q • (/ 0 <br />LINTEL MAY BE FILLED Q '�S • C R �•0•*•�\��` Z <br />OR UNFILLED �''��S/0NA1i- E.���� <br />8" PRECAST LINTEL. SEE PLAN. <br />O 11-01-2021 <br />8U8 i= W <br />U REVISIONS: LU <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date LU <br />W <br />U) <br />0 _T7 <br />z z <br />U � <br />W <br />I- <br />X <br />W ST=6 <br />d <br />CMU/METAL CONNECTOR ENGINEERING <br />