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J DocuSign Envelope ID: 38716031-B749-4FD2-9507-FCC2C574C8F1 <br />MOISTURE BARRIER <br />BY OTHERS <br />ROOF DECK <br />ROOFTRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <br />8'-1" ABOVE OIL <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. 1-7 <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />0'-9" ABOVE Ilk <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />F.F.E. <br />PORCHES UNLESS NOTED OTHERWISE) <br />TOP OF <br />CURB <br />F.F.E. <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 BRACT <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 />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 />.I <br />I <br />I <br />I <br />I <br />I <br />I <br />I� <br />/ 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 />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 />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 'h" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />J <br />2x6x12 <br />CENTEI <br />48" DIA. ANCHOI <br />2x4 PT TOP <br />(LOF OPENING <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 48" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 '/z" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 1/2" x t6" <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 />a_ <br />Q <br />J <br />Cn <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 />TOP OF WALL <br />----------- -------- <br />I I <br />� I <br />I <br />I � I <br />I I V I <br />I I I <br />I I I <br />II I I <br />I I <br />—All -------- ---------------- <br />I I <br />I I <br />I I <br />I I <br />I <br />I I I <br />I I I <br />PRECAST LINTEL SEE <br />SEE PLAN PLAN <br />I � I <br />I I <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />I I I <br />SHOWN. <br />I I I <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />I <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />I I <br />l l NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />l TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />j l PLACEMENT PLAN. MIN 6" BEND <br />1 1 1 1 AT BOTTOM. <br />II II I I <br />I II I <br />CONCRETE <br />1 FOUNDATION WORK <br />TOP OF FINISH PER PLAN <br />FLOOR SLAB <br />I I I <br />---------------------------- <br />I I I <br />I I I <br />I I I <br />I I <br />\ I I I <br />\ \ I I I \ \ <br />I I I <br />GARAGE SHEAR PIER <br />m m n n <br />C? <br />(1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO <br />OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT <br />N <br />0 <br />APPROXIMATE 45° ANGLE TO NO LESS THAN (3) TRUSSES. <br />C3 <br />it II II II <br />O <br />CONTINUOUS LATERAL RESTRAINT <br />O <br />0 <br />(CLR). QUANTITYAND LOCATION <br />LO <br />DEFINED BY TRUSS SHOP DRAWING. <br />PEX <br />1� <br />&__ <br />N <br />C) <br />O <br />a) <br />O <br />O� <br />� <br />ti3 <br />APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE <br />SIDE OF WEBS MADE OF MORE THAN ONE PIECE, <br />N <br />DO SO WITH OVERLAPPING <br />BRACES LIKE THIS (TYP <br />EVER) HERE) <br />LL <br />db <br />t <br />W <br />true design studios <br />j <br />Z <br />TRUSSES NEEDING BRACING <br />O <br />- C/) <br />U <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />SUITE100,JACKSONVILLE,FL32211 <br />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 />cn <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />W <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS����wvvvwvvvvvvvw���v��ww��wwvv�° <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />Ay <br />4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). <br />U) <br />11HOMON <br />5. DESIGNED PER BCSI-B3, MOST CURRENT 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 />CONTINUOUS LATERAL RESTRAINT WEB ft \ `' <br />BRACE SUBSTITUTE Q <br />WEB MEMBER SPECIFIED 1 ALTERNATE BRACING 0 <br />U <br />SIZE J CLR T OR L SCAB j <br />2x4 <br />1 ROW <br />2x4 <br />)2x4 <br />2x4 J <br />2 ROWS <br />j 2x6 <br />(2)2x4* <br />2x6 1 <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 />} <br />Z <br />>a) <br />W <br />CD <br />W <br />I � <br />- - -- <br />O <br />O <br />SINGLE TRUSS BRACING <br />m <br />1. INDIVIDUAL WEB BRACING MAYBE USED WHEN CONTINUOUS LATERAL <br />LO <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />O <br />v, <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <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 />U) <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />W <br />GRADE AS WEB TO BE BRACED. <br />� <br />LLJ <br />m <br />m <br />111 <br />O <br />cn <br />BOND BEAM <br />REINFORCEMENT <br />J (SEE WALL SECTION) <br />0 <br />w FILL SOLID TO BOND BEAM <br />U <br />U) <br />w <br />W <br />0 8 F - # DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />• <br />w Q <br />W <br />W <br />Z <br />U' > Q Q <br />Z W Lu 0 <br />_j � W <br />0 0 J Lu 2 <br />o LL1 or_ r <br />J X <br />z t— <br />o ZO <br />BOND BEAM <br />-- REINFORCEMENT <br />� <br />w (SEE WALL SECTION) <br />- <br />a <br />z <br />� �T w FILL SOLID TO BOND BEAM <br />= <br />O <br />-- <br />U <br />LL <br />w <br />� LINTEL REINFORCEMENT <br />Q <br />Abbott Park <br />W <br />J <br />Q <br />O <br />U <br />In <br />-° <br />_j <br />LOT 006-03 <br />0 <br />8 F -1 - # - DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />LLI <br />H <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 />GROUT FILLED LINTEL ASSEMBLY <br />O PROJECT NO: <br />U) <br />W <br />� <br />8" PRECAST LINTEL, SEE PLAN. <br />O <br />2021.003500 <br />LL <br />8F-1-# <br />U DRAWN <br />LDG <br />O <br />CHKD: MJP U) <br />BOND BEAM <br />REINFORCEMENT W J <br />(SEE WALL SECTION) <- <br />• Q U <br />Q .,,��11111//,, U) <br />COURSING BELOW BOND m `�,J�\r,•E NS�•.4 �i� Z <br />BEAM MAY BE FILLED OR 0 <br />Q�4jgnet� I Q <br />Z <br />UNFILLED W <br />44/ <br />>,�: .•* <br />W <br />�— ��.,tF435...Z <br />OR UNFILLED <br />FILLED z ,` <br />(A ���/ U Ilit11�`, <br />8" PRECAST LINTEL. SEE PLAN. Q <br />8U8 0 03-23-2021 Ip <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date W <br />� J <br />a <br />0 0 <br />o z <br />z <br />_ 0 <br />U <br />W <br />ST =6 <br />X <br />W <br />d <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />