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DoouS191 Envelope ID: 9B428CE4-E6EB-4E3F-80CB-590519F9314F <br />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />SUB FASCIA <br />.4 . <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />PLAN. SEE TABLE 2; o A. o -MOISTURE BARRIER <br />SHEET ST-1 (PORCH -- BY OTHERS <br />CEILING BOARD) <br />MASONRY LINTEL <br />PER PLAN <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />TRUSS TO TOP PLT W/ H2.5T OR RT7AT— <br />SHEATHING TO TOP PLATE- <br />W/ 8d COMMON @ 3" O-C. <br />FULLY SHEATH KNEEWALL PER TABLE 2:- <br />WOOD STRUCTURAL PANEL SHEATHING <br />REQUIREMENTS <br />• MIN 2x4 NO.2 SYP PT PLATE BETWEEN <br />TRUSSES W/ (3) 10d TOENAILS EACH END & <br />MINIMUM (2t" u x 6" EMBED DRILL AND <br />EPDXY ANCHOR W/ NUT & WASHER EACH <br />PLATE SEGMENT WITHIN 6" OF END <br />• 2x4 No.2 SYP PT PLATE CONTINUOUS W/" <br />x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT <br />& WASHER @ 24" O.C. <br />K' -- <br />CRICKET BY BUILDER <br />PLT HGT <br />� TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 <br />SHEATHING TO PT PLATE IN TRUSS <br />W/ 8d COMMON @ 3" O.C. <br />i <br />i <br />I <br />I <br />IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION <br />HEIGHT, BUILD UP PER THE FOLLOWING DETAIL <br />VlAlr�WOOD KNEEWALL OVER MASONRY <br />1\VV%J <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 BRACi<;- <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 <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 />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 />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />/ HGAM10) <br />2021 V1.0 <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1)H2.5Tw/(10)8dx1'/2" <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 %" <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 <br />6-1" ABOVE _ <br />F.F.E. <br />4'-9" ABOVE Ilk <br />F.F.E. <br />2'-9" ABOVE <br />F.F.E. <br />0'-9" ABOVE <br />F.F.E. Y <br />TOP OF <br />CURB <br />F.F.E. <br />FLOF OPENING <br />2x6x12 PT <br />CENTER E <br />48' DIA. ANCHOR <br />2x4 PT TOP Bl,-,, <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 48' 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 ''/:" 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 />o <br />PRE -CAST LINTEL <br />PER PLAN <br />a- <br />Q <br />Ln <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 />76" <br />P OF WALL AS SHOWN. MIN <br />BEND INTO BOND BEAM <br />TOP OF WALL <br />-I I I <br />I I I <br />I I I <br />I I I <br />I <br />I I I <br />II I <br />II I I <br />I I <br />I I I <br />I I I <br />I I <br />I I I <br />I I I <br />PRECAST LINTEL SEE <br />PLAN <br />SEE PLAN <br />I � I <br />I I <br />EXTEND REINFORCING TO <br />I I I <br />- END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />I <br />i SHOWN. <br />I I I <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />I I I GARAGE DOOR OPENINGS. <br />I I I <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />I <br />1 NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />1 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 />I AT BOTTOM. <br />II II II <br />1._ <br />CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH L11 <br />1 _ _ _ PER PLAN <br />FLOOR SLAB i <br />I i I <br />I I I <br />I I I <br />I I I <br />I I <br />\J-\ I <br />\ I I - - ----- <br />I -I--- _\ _ <br />I I I <br />I I I <br />\ I I I \ <br />GARAGE SHEAR PIER <br />o <br />- (1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO <br />> <br />E <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 />(CONTINUOUS <br />LATERALRESTRAINT <br />N <br />O <br />(CLR). QUANTITY AND LOCATION <br />u7 <br />_ <br />O <br />DEFINED BY TRUSS SHOP DRAWING. <br />A PE <br />O <br />o <br />v <br />r <br />-- APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE <br />� <br />cV <br />SIDE OF WEBS MADE OF MORE THAN ONE PIECE, <br />DO SO WITH OVERLAPPING <br />M <br />BRACES LIKE THIS (TYP <br />EVER) HERE) <br />tds <br />w <br />J <br />J <br />.Q <br />� <br />true design studios <br />Z <br />TRUSSES NEEDING BRACING <br />0 <br />-� <br />U <br />9000 REGENCY SQUARE BLVD. <br />�6" MAX <br />�6" MAX <br />=" MAX <br />'6„ MAX <br />=" <br />, <br />LATERAL BRACING - MULTIPLE TRUSSES <br />a <br />SUITE 100,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 />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />LU <br />C <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />CY <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 />016HORION' <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />N <br />:3 <br />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 />MAX TO EACH FACE OF WEB. <br />-- BOND BEAM <br />REINFORCEMENT <br />W (SEE WALL SECTION) <br />W FILL SOLID TO BOND BEAM <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 />J t r <br />W <br />aY <br />Q <br />... <br />U <br />Z <br />w <br />This item has been electronically <br />w <br />signed and sealed by Justin M Lanier, <br />0� <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />- <br />0 <br />Printed copies of this document are <br />O <br />not considered signed and sealed <br />0) <br />and the signature must be verified <br />SINGLE TRUSS BRACING <br />~ <br />a3rdPartyCertificateAuthority <br />d <br />on any electronic copy <br />>.by <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />LO <br />tl- <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />Z <br />V J <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />W <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />U) <br />M _ <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />W <br />W �/ <br />GRADE AS WEB TO BE BRACED. <br />W <br />8 F - DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />BOND BEAM <br />REINFORCEMENT <br />77 (SEE WALL SECTION) <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />0 0 <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />co <br />-� z w <br />m LLJ O U) <br />W <br />W Qw Q z <br />0 > 0 Q <br />LU W o <br />W W <br />W <br />o J 2 <br />W W <br />0 <br />LJL X <br />z ao Z <br />BOND BEAM ~ <br />REINFORCEMENT 0 <br />W <br />(SEE WALL SECTION) <br />O �— <br />a, Z <br />�— FILL SOLID TO BOND BEAM <br />0 d <br />LL. <br />Q <br />i— LINTEL REINFORCEMENT J <br />Abbott Park Q <br />0 <br />LL LOT 023-02 0 <br />8 <br />F -1 - #—DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />W <br />U <br />f- <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />Z <br />Z <br />0 <br />BEARING AT EACH END <br />V) <br />GROUT FILLED LINTEL ASSEMBLY <br />PROJECT NO: <br />w <br />8" PRECAST LINTEL. SEE PLAN. <br />O <br />2021.009233 <br />ILL. <br />8F-1-TT <br />z <br />- — - - <br />DRAWN <br />JAR <br />O <br />o <br />U <br />F <br />CHKD: <br />MJP <br />U) <br />x <br />W <br />W <br />Q <br />U <br />X <br />Q <br />U) <br />Cal�� <br />����J5 • 'E N '- <br />•' �\ C 5' 4' ��� <br />Z_ <br />Q <br />W <br />ft No 85166 <br />•� <br />Z <br />• * <br />ocuSigned by: * "' <br />Q <br />LiA71QFDEF.4* <br />� <br />W <br />� <br />O . <br />U) <br />�''�,ss�0 <br />Z <br />N AL ��.,`�. <br />U) <br />�111111110% <br />Q <br />07-28-2021 <br />p <br />_O <br />H <br />W <br />U <br />REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date <br />W <br />U) J <br />Q <br />O E-- <br />Z --- 0 <br />= o <br />U <br />w <br />H <br />X <br />w ST=6 <br />a <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />