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r)ocuSign Envelope ID: F282BDE9-B3A3-4C42-AAFB-342FED633458 <br />MOISTURE BARRIEF <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 COMM NS 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 />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />SUB FASCIA <br />ZE BARRIER <br />RS <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 />I 2x4 NO.2 SYP BLOCKING BETWEEN <br />PROVIDE PANEL 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 />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 />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 />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 />I <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 />/ HGAM10) <br />2021 V1.0 <br />TOP OF FINISH <br />--� <br />8'-1" ABOVE <br />F.F.E. 2x6x12 PT -- <br />CENTER BUCK <br />TOP OF <br />GARAGE DOOR Y <br />ABOVE <br />F.F.E.F.F. <br />4'-9" ABOVE <br />F.F.E. <br />2'-9" ABOVE OIL_ <br />F.F.E. <br />48' DIA. ANCHOR — <br />2x4 PT TOP BUCK <br />4-OF 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 316" <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 />0 <br />o_ <br />g <br />Un <br />N <br />Z <br />M <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 />GARAGE SHEAR PIER <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 />�\ <br />(1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO <br />> <br />OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT <br />N <br />O <br />APPROXIMATE 45° ANGLE TO NO LESS THAN (3) TRUSSES. <br />N <br />U <br />II II II II <br />o <br />- CONTINUOUS LATERAL RESTRAINT <br />N <br />O <br />QUANTITY AND LOCATION <br />DEFIN <br />DEFINED BY TRUSS SHOP DRAWING. <br />APEXC <br />C <br />� <br />c <br />U <br />mot' <br />iC <br />O <br />N <br />OCIL <br />� <br />R3 <br />—APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE <br />N <br />SIDE OF WEBS MADE OF MORE THAN ONE PIECE,04 <br />DO SO WITH OVERLAPPING <br />M <br />BRACES LIKE THIS (TYP <br />-J <br />EVER HERE) <br />V- <br />tds <br />W <br />J <br />J <br />true design studios <br />N <br />z <br />TRUSSES NEEDING BRACING <br />0 <br />U <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />SUITE 100,JACKSONVILLE, FL32211 <br />V) <br />O <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />O <br />'5 <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 />W <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />�- <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 />A <br />UIH090N <br />CO <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />N <br />_" MAX <br />=6" MAX <br />_" MAX <br />=" MAX <br />_" MA <br />;T MA <br />J <br />m <br />CONTINUOUS LATERAL RESTRAINT WEB LU <br />Zz- <br />x BRACE SUBSTITUTE <br />WEB MEMBER [SPECIFIED CLR T ALTERNATE BRACING AB 0 <br />SIZ2x4 1 ROW 2x4 (1)2x4 i- (D <br />2x4 2 ROWS 2x6 (2)2x4* C) <br />- T-BRACE FASTENED TO 2x6 1 ROW 2x4 (1)2x6 LUWEB W/ 10d AT 6" O.C. 2x6 2 ROWS 2x6 (2)2x4* (� <br />2x8 —� 1 ROW 2x6 (1)2x8 LU <br />2x8 2 ROWS 2x6 (2)2x6* <br />- - - - O <br />- L-BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. O <br />SINGLE TRUSS BRACING <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL � <br />ti <br />- SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN / <br />WEB W/ 10d AT 6" O.C. ALTERNATIVE WEB BRACING METHOD IS DESIRED. O U) <br />*IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR z ' I <br />REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) W_ <br />X TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W Lu <br />GRADE AS WEB TO BE BRACED. Z w <br />W <br />00 Uj O w <br />of <br />w Q <br />w Q _z <br />0z > 0 Q <br />m LU <br />0 0 J Lu 2 <br />Ix w w <br />0 <br />� <br />LL x <br />z Q_0 z <br />BOND BEAM � BOND BEAM <br />REINFORCEMENT REINFORCEMENT <br />w (SEE WALL SECTION) w (SEE WALL SECTION) <br />z <br />LU <br />0 0 <br />FILL SOLID TO BOND BEAM , : FILL SOLID TO BOND BEAM O 11 <br />U) U) 0LLJ LU <br />LL <br />r-�.-. Q LU LINTEL REINFORCEMENT J <br />ABBOTT PARK Q <br />O _ U <br />I ° LL <br />° 8 F - #�— DEPTH OF LINTEL 8 F -1 - #=- DEPTH OF LINTEL ASSEMBLY "d" Q LOT 041-03 W <br />ASSEMBLY"d" � <br />GROUT FILLED LINTEL ASSEMBLY #5 BOTTOM BAR TO EXTEND Z Z <br />NO LESS THAN 1" BEYOND 08" PRECAST LINTEL. SEE PLAN. BEARING AT EACH END ?. <br />O <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO W <br />8" PRECAST LINTEL. SEE PLAN. O 2021.006630 <br />��}} —�} LL <br />8F—TT 8F-1 —TT U DRAWN KME O <br />_ _ O <br />wCHKD: V7 <br />BOND BEAM W JMP W <br />REINFORCEMENT <br />(SEE WALL SECTION) Q U <br />-� �%%% IIN LAIV <br />COURSING BELOW BOND m �� .• �C E NS'•.'9 i� <br />BEAM MAY BE FILLED OR O •• �' F op <br />UNFILLED LU No 85166ap <br />z DocuSigned by: • <br />*, <br />8U8 --- �� �AT71E)ACGf435_ �� U) <br />0 0 <br />LINTEL MAY BE FILLED Q i0.# 0 - O :R R.0441 <br />'%'- Z <br />OR UNFILLED Z -'i� j0NAi %%%% <br />8" PRECAST LINTEL. SEE PLAN. <br />O 05-17-2021 <br />8U8CD <br />w <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date I- <br />w <br />to J <br />a <br />co <br />0 O <br />z - Z <br />w <br />t-- <br />x ST=6 <br />ILL! <br />a <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />