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I I i I I' I 11 I _L I I I I 1 1 1 1 1 l I 111, 1 Ill I U I'I I �llit�I1�1 <br />DocuSign Envelope ID: 5053F29C-8B9D-49A9-95BD-E5A5314E3C81 <br />MOISTURE BARRIER <br />BY OTHERS <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <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 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 />\ ROOFDECK- <br />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />8'-0" OR AS SHOWN ON PLAN <br />ROOFDECK <br />ROOF TRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <br />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <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 />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 />11 <br />OUTLOOKERS. FASTEN EACH <br />BLOCK TO ROOF DECK WITH 8d <br />COMMON @ 3" O.C. <br />4 /-- GABLE TRUSS <br />G WALL SHEATHING PER PLAN <br />L OR T BRACE VERTICAL <br />REINFORCEMENT PER <br />TRUSS ENGINEERING <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 '/z' <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 />GARAGE DOOR Y <br />6'-1" ABOVE <br />F.F.E. <br />. <br />4'-9" ABOVE <br />F.F.E. <br />. <br />2'-9" ABOVE Ilk_ <br />F. F. E. <br />J <br />2x6x12 �- <br />CENTEf <br />DIA. ANCHOI <br />7vd PT TnP <br />rLOF OPENING <br />i <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) �," DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 '/2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 '/z" x16" <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 />u <br />PRE -CAST LINTEL <br />PER PLAN <br />v d <br />a <br />J <br />Cn <br />N <br />Z <br />v <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 WALLAS 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 />GARAGE SHEAR PIER <br />(1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO <br />OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT <br />APPROXIMATE 45° ANGLE TO NO LESS THAN (3) TRUSSES. <br />CONTINUOUS LATERAL RESTRAINT <br />(CLR). QUANTITY AND LOCATION <br />DEFINED BY TRUSS SHOP DRAWING. <br />O <br />O p <br />APEX <br />O d] <br />d' <br />O tll <br />O <br />r <br />- APPLIED TO EITHER - <br />IF LATERAL RESTRAINT MUST BE <br />THAN ONE PIECE, <br />N <br />SIDE OF WEBS <br />MADE OF MORE <br />DO SO WITH OVERLAPPING <br />M <br />BRACES LIKE THIS (TYP <br />J <br />EVER <br />HERE) <br />LL <br />W <br />tds <br />J <br />J <br />Q <br />a) <br />i <br />i <br />true design studios <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, FL 32211 <br />Cn <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 />� <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />W <br />iv <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 />U)U*R*HO190N' <br />( <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />_" MAX <br />" MAX <br />=" MAX <br />_T6" MAX <br />=" MAX <br />L MAX <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 />BOND BEAM <br />REINFORCEMENT <br />J (SEE WALL SECTION) <br />0 <br />w - FILL SOLID TO BOND BEAM <br />v <br />U) <br />w <br />LU <br />8 F - #---a— DEPTH OF LINTEL <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER <br />SPECIFIED <br />ALTERNATE BRACING <br />T OR L SCAB <br />SIZE <br />CLR <br />2x4 <br />1 ROW <br />2x4 (1)2x4 <br />2x4 <br />2 ROWS <br />2x6 (2)2x4* <br />2x6 I <br />2x6 <br />1 ROW <br />2 ROWS <br />2x4 (1)2x6 <br />2x6 (2)2x4* <br />2x8 <br />1 ROW <br />2x6 (1)2x8 <br />2x8 <br />2 ROWS <br />2x6 (2)2x6* <br />m <br />W <br />d d M <br />W <br />a) <br />U <br />Z <br />W <br />0 <br />NW <br />L1.. <br />O <br />This item has been electronically <br />Idb <br />O signe an sea <br />e yJusUn Lanier, <br />O PE on the date and/or time stamp <br />O shown using a digital signature. <br />SINGLE TRUSS BRACING Printed copies of this document are <br />not considered signed and sealed <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL nd the signature must be verified <br />by a 3rd Party Certificate Authority <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN n any electronic copy ) �^ <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. O V <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z w <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. (n <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W Q <br />GRADE AS WEB TO BE BRACED. � � z W <br />W m <br />O c� <br />W 0 <br />W <br />W <br />z <br />0 > 0 a <br />W m w o <br />0 Q J w W <br />o' w <br />o x <br />� <br />x <br />J <br />LL <br />z Q o zO <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />8 F-# <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />BOND BEAM <br />REINFORCEMENT <br />� <br />W <br />w <br />(SEE WALL SECTION) <br />0- <br />Z <br />LU <br />FILL SOLID TO BOND BEAM <br />O <br />a <br />rn <br />" <br />U <br />LL <br />LU <br />LINTEL REINFORCEMENT <br />Abbott Park <br />J <br />Q <br />° <br />O <br />U <br />° ° <br />J <br />(n <br />"d" <br />LL <br />LOT 033-02 <br />0 <br />8 F -1 - # - DEPTH OF LINTEL ASSEMBLY <br />Q <br />U <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1 BEYOND <br />Z <br />z <br />Z <br />BEARING AT EACH END <br />- <br />GROUT FILLED LINTEL ASSEMBLY <br />O <br />PROJECT NO: <br />LLI <br />Q <br />8" PRECAST LINTEL. SEE PLAN. <br />O <br />2021.011079 <br />li <br />O <br />8F-1—# <br />= <br />DRAWN: <br />JAR <br />o <br />U <br />O <br />H <br />CHKD <br />`t) <br />X <br />MJP <br />Q <br />Q <br />Q <br />`,���ti��l����� <br />U <br />(n <br />`��.,�N LgN��9 <br />. <br />�` G E N S <br />W <br />No 85166 '. <br />Z <br />` * • Docu*Signed by: •• * <br />Q <br />0� <br />W <br />O �• XZZ <br />A F435.. <br />T •� ��` <br />do <br />�,�`• 0R14.• �.` <br />Z <br />Z <br />��G �. <br />_ <br />O N A <br />; <br />0 <br />�fi111 <br />Q <br />O_ <br />09-16-2021 <br />0 <br />I— <br />W <br />U <br />REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description date <br />_ Q <br />(D — - U) <br />O <br />O Z <br />z O <br />1:p <br />W <br />x <br />W ST=6 <br />CMUIMETAL CONNECTOR ENGINEERING <br />