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)ocuSign Envelope ID: FC1A8297-BD99-4D7E-BDDF-B7BADABCD430 <br />ABOVE 09L <br />F.F. E. <br />F.F.. <br />ROOF DECK <br />ROOF TRUSS <br />TOP OF <br />OR RAFTER <br />GARAGE DOOR <br />6'-1" ABOVE Ilk <br />UPLIFT CONNECTION PER <br />F.F.E. <br />TYPICAL WALL SECTION <br />SUB FASCIA <br />-- ii - - _•d <br />4'-9" ABOVE OIL <br />F.F.E. <br />. <br />•• , <br />MOISTURE BARRIER TYPICAL PORCH <br />CEILING BOARD PER <br />L <br />BY OTHERS <br />PLAN. SEE TABLE 2; <br />MOISTURE BARRIER <br />SHEET ST-1 (PORCH <br />BY OTHERS <br />2'-9" ABOVE <br />ARD <br />CEILING BOARD) <br />F.F.E. <br />MASONRY LINTEL <br />PER PLAN <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />ABOVE <br />1 <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />OIL <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 BRACE -,- <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 />I II <br />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />II � <br />8'-0" OR AS SHOWN ON PLAN <br />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />F52x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1 '/i' <br />2x4 NO.2 SYP BLOCKING BETWEEN <br />C 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 />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 <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />rLOF OPENING <br />38" DIA. ANCHOR <br />2x4 PT TOP BUCK- <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) �," 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 <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 />0 <br />a <br />Q <br />in <br />N <br />z <br />2 <br />PRE -CAST LINTEL <br />PER PLAN <br />FILL BOTH LINTELS SOLID <br />W/ CONTINUOUS POUR <br />0 <br />- (1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO <br />> <br />F= <br />p <br />OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT <br />N <br />APPROXIMATE 45° ANGLE TO NO LESS THAN (3) TRUSSES.CNU <br />II II II II <br />O <br />0 <br />CONTINUOUS LATERAL RESTRAINT <br />O <br />0 <br />(CLR). QUANTITY AND LOCATION <br />CNI <br />DEFINED BY TRUSS SHOP DRAWING. <br />A PEX <br />s* <br />N <br />t <br />00 <br />N <br />IlZ <br />O <br />N <br />O <br />try <br />APPLIED TO EITHER - -- <br />IF LATERAL RESTRAINT MUST BE <br />r <br />N <br />SIDE OF WEBS <br />MADE OF MORE THAN ONE PIECE, <br />DO SO WITH OVERLAPPING <br />M <br />BRACES LIKE THIS (TYP <br />�= <br />EVER <br />HERE) <br />LL <br />tds <br />w <br />J <br />J <br />Q <br />� <br />true design studios <br />> <br />Z <br />TRUSSES NEEDING BRACING <br />0 <br />U <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br /><( <br />SUITE 100, JACKSONVILLE, FL 32211 <br />� <br />0 <br />d <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />O <br />70 <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 />LLLI <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />�— <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 />(� <br />RRHORTON' <br />0, <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />\\ <br />8 <br />J <br />in <br />w <br />�, \` a. ,.q\\ cFF <br />t"t i <br />'flip � 0 <br />�. <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 />TOP OF WALL Ak <br />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />_7 <br />I I I <br />I <br />I I I <br />I <br />I I I <br />I � I <br />ill I i I <br />I I I I <br />II I I <br />I <br />I I I <br />I <br />I I I <br />I i I <br />PRECAST LINTEL SEE <br />SEE PLAN PLAN <br />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 I I <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />I I <br />I <br />NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />1 l TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN 6" BEND <br />l AT BOTTOM. <br />II II I I <br />I II i <br />CONCRETE <br />j FOUNDATION WORK <br />TOP OF FINISH PER PLAN <br />FLOOR SLAB <br />I I I <br />I I I <br />I I I <br />- I- <br />I I i <br />I � / <br />I I I <br />I I I <br />\ I I I \ \ <br />/\ --__ <br />GARAGE SHEAR PIER <br />T-B RACE 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 />uJ (SEE WALL SECTION) <br />J a• <br />p - <br />_' — FILL SOLID TO BOND BEAM <br />U <br />cA j -7 <br />LU <br />Uj <br />0 8 F - # DEPTH OF LINTEL <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER <br />I SPECIFIED <br />ALTERNATE BRACING <br />SIZE <br />CLR <br />T OR L <br />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 />Z <br />W <br />w <br />O <br />CD <br />O <br />O) <br />SINGLE TRUSS BRACING <br />Nt <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS I ATERAL r- <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ti <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. O V J <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRA CING, OR Z W <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFDRMATION. U) _ <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECI S, AND W W <br />GRADE AS WEB TO BE BRACED. Z LL <br />J z w <br />m <br />LU O c/) <br />w <br />w Q <br />z Q O <br />W m LLJ <br />> 0 <br />Q J W 2 <br />0 W W <br />O <br />J _X <br />LL � LL � <br />Z Z <br />O r) <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />8 F-# <br />.a BOND BEAM <br />REINFORCEMENT <br />— (SEE WALL SECTION) <br />f COURSING BELOW BOND <br />1 BEAM MAY BE FILLED OR <br />UNFILLED <br />0 8U8 0 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />BOND BEAM <br />Q <br />REINFORCEMENT <br />w <br />W' <br />(SEE WALL SECTION) <br />O <br />I-_ <br />z <br />LU <br />FILL SOLID TO BOND BEAM <br />O <br />� <br />LU <br />-- ' <br />U <br />LL <br />— <br />Lu <br />LINTEL REINFORCEMENT <br />Q <br />w <br />ABBOTT PARK <br />J <br />Q <br />O <br />U <br />�- <br />J <br />- <br />U)LL <br />- <br />LOT 021-02 <br />0 <br />8 F -1 - # - DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />F- <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />Z <br />_, <br />Z <br />Vr <br />BEARING AT EACH END <br />} <br />� <br />GROUT FILLED LINTEL ASSEMBLY <br />00 <br />PROJECT NO <br />w <br />0 <br />8" PRECAST LINTEL. SEE PLAN. <br />0 <br />2021.006627 <br />LL <br />8F-1-# <br />Z <br />U <br />DRAWN: <br />KME <br />O <br />o <br />o <br />w <br />CHKD: <br />MJP <br />iO <br />U) <br />w <br />J <br />Q <br />Q <br />Q <br />��«{►{{tttrrrrr� <br />,�5� 1N LAI�j� �,� <br />U <br />U) <br />U) <br />co <br />No 85166 <br />Q <br />Z <br />=*: •*. <br />= D.*uSigned by: <br />0 <br />, O F :�_ <br />T <br />i <br />w3E71 <br />3F4 .:(/ <br />DACDEFv'S.0 All <br />�'i��•• <br />O R ��•' <br />Q <br />Z�.%`�� <br />. ����` <br />Z <br />'S <br />(A <br />Q <br />O <br />05-18-2021 <br />p <br />H <br />w <br />U <br />REVISIONS: <br />LU <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w <br />U) J <br />a <br />- - - (n <br />O <br />0 Z <br />w <br />H <br />X ST=6 <br />W <br />Q <br />12- <br />('.MIUMFTA1 rnNNFr.Tf$R FNr.INFFRINr, <br />