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UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />MOISTURE BARRIER •. TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />PLAN. SEE TABLE 2; <br />SHEET ST-1 (PORCH <br />CEILING BOARD) <br />---- <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 (2h" ❑ 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 />SHEATHING TO PT PLATE <br />W/ 8d COMMON @ 3" O.C. <br />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <br />FASTEN 2x4 NO.2 SYP NAILERS <br />TO SOLID FRAMING W/ (3) <br />0.131"x3" RING SHANK AT 16" O.0 <br />RAFTER TO NAILER W/ <br />MIN (4) 8D COMMON <br />TOE NAIL <br />2x4 NO.2 SYP AT 24" O.C. <br />FASTENED TOGETHER <br />WITH (4) 8D COMMON. <br />8'-1" ABOVE Ilk <br />F.F.E. <br />TOP OF <br />GARAGE DOOR Y <br />6-1" ABOVE <br />F. F. E. <br />4'-9" ABOVE <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 />J <br />2x6x12 I <br />CENTEf <br />48' DIA. ANCHOI <br />2x4 PT TOP <br />ELOF OPENING <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 '/z" x �16' <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <br />PRE -CAST LINTEL <br />DETAIL <br />#5 CONT. <br />PER PLAN <br />D1 SHED ROOF <br />o a <br />N CRICKET BY BUILDER <br />(1) #5 BAR AT CORNER <br />g <br />- <br />W/ MIN. 25" LAP <br />N <br />z_ <br />\ <br />#5 CONT. <br />v <br />o <br />FILL BOTH LINTELS SOLID <br />o <br />P <br />W/ CONTINUOUS POUR <br />LOWER PLTH GT <br />PRE -CAST LINTEL PER PLAN <br />MITER -CUT LINTELS AT CORNER, <br />I TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 ' " <br />CORNER TO BE TEMPORARILY <br />IN TRUSS <br />SHORED FOR MIN (7) DAYS <br />LINTEL REINFORCING AT CORNER <br />IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION <br />HEIGHT, BUILD UP PER THE FOLLOWING DETAIL <br />KW5�WOOD KNEEWALL OVER MASONRY <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 />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />i <br />I <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 />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1)H2.5Tw/(10)8dx1''Y2" <br />2x4 NO.2 SYP BLOCKING BETWEEN <br />OUTLOOKERS. FASTEN EACH <br />BLOCK TO ROOF DECK WITH 8d <br />�I COMMON @ 3" O.C. <br />GABLE TRUSS <br />WALL SHEATHING PER PLAN <br />L OR T BRACE VERTICAL <br />r REINFORCEMENT PER <br />G TRUSS ENGINEERING <br />4 <br />MOISTURE BARRIER SHALL BE <br />PROVIDED BETWEEN MASONRY <br />AND ALL UNTREATED LUMBER <br />I� GABLE TRUSS TO BOND BEAM W/ <br />META20 @ 48" O.C. W/ MIN (7) 10d x 1 ''Y2" <br />(NOTE: IF META20 IS IMPROPERLY <br />" INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HGAM10) <br />/ HGAM 10) <br />2021 V1.0 <br />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />TOP OF WALL <br />I I 1 <br />I I I <br />I � I <br />I I i <br />I <br />I I I i � ICI <br />I <br />I I I I <br />II I <br />II I I <br />I <br />---------------- <br />I I <br />I I I <br />I I I <br />I I <br />I I I <br />I I I <br />1 PRECAST LINTEL SEE <br />SEE PLAN PLAN <br />I � I <br />1 <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 />j 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 />NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED &REINFORCED <br />CELL EXTENDING FROM FOOTING <br />TO LAP WALL REINFORCING <br />Lill, <br />I' <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN 6" BEND <br />AT BOTTOM. <br />I I <br />I II I <br />CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH PER PLAN <br />FLOOR SLAB <br />I � <br />7/ <br />I i � <br />I i i <br />I <br />I <br />I <br />I i � <br />GARAGE SHEAR PIER <br />w <br />w <br />M <br />U <br />W <br />w <br />rn <br />TRUSSES NEEDING BRACING <br />O <br />U <br />O <br />O O <br />APEX <br />N <br />O Q) <br />O <br />� R3 <br />N <br />ILL <br />tds <br />J N <br />true design studies <br />O <br />U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING -MULTIPLE TRUSSES Q SUITE 100,JACKSONVILLE,FL32211; <br />O_ <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). O _0 <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY O w <br />co <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. LV C <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />a. <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. � N <br />4. ALL FASTENERS SH5. DESIGNED PER BCSII- 3NMOSTI31CURRENTONG EDIT ON.) U) 041HOMON' <br />Q <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 />)ND BEAM <br />JNFORCEMENT <br />=E WALL SECTION) <br />FILL SOLID TO BOND BEAM <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED ALTERNATE BRACING <br />SIZE CLR T OR L SCAB <br />2x4 <br />2x4 <br />1 ROW <br />2 ROWS <br />2x4 <br />2x6 <br />(1)2x4 <br />(2)2x4* <br />2x6 <br />2x6 <br />1 ROW <br />2 ROWS <br />2x4 <br />2x6 <br />(1)2x6 <br />(2)2x4* <br />2x8 <br />2x8 <br />1 ROW <br />2 ROWS <br />2x6 <br />2x6 <br />(1)2x8 <br />(2)2x6* <br />V <br />Z <br />W <br />W <br />O <br />O <br />O <br />O� <br />SINGLE TRUSS BRACING <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL U-) <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. O V J <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z 1j <br />1 <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W LL U <br />GRADE AS WEB TO BE BRACED. Z <br />� O W <br />m <br />W U) <br />LU <br />w QW <br />Z ] O <br />Z L1J W <br />W <br />0 0 � w <br />ILL LL <br />Z <br />O This item has been electronically O <br />BOND BEAM F— signed and sealed by Justin M Lanier, <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 />(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 />REINFORCEMENT Q PE on the date and/or time stamp 0 <br />(SEE WALL SECTION W shown using a digital signature. W <br />w Printed copies of this document are <br />~ <br />not considered signed and sealed Z <br />a" and the signature must be verified <br />w FILL SOLID TO BOND BEAM by a 3rd Party Certificate Authority W <br />U) C.)on any electronic copy a <br />LL <br />CO 0 <br />LINTEL REINFORCEMENT J <br />Abbott Park Q <br />O U <br />J W <br />ILL <br />Q LOT 051-03-1 A o <br />8 F -1 - #�--DEPTH OF LINTEL ASSEMBLY "d" <br />#5 BOTTOM BAR TO EXTEND U Z <br />NO LESS THAN 1" BEYOND Z <br />BEARING AT EACH END } 0 <br />V) <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: W <br />8" PRECAST LINTEL. SEE PLAN. O 2022.009271 1:)ILL. <br />8F—=1 —# = DRAWN O <br />C) YY o <br />O <br />WCHKD: LO <br />X CD U) <br />Q Q <br />�.` .• �G ENS' •9 '. 0 F % Z_ <br />0 <br />No 85166 <br />0 <br />O STATE OF <br />LIJ <br />Q ONA1-��.�`z <br />Z i��111111�>t���� <br />O_ 09-23-2022 0 <br />H W <br />U REVISIONS: LU <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date <br />Q <br />U <br />O I— <br />Z Z <br />= o <br />U <br />W <br />H <br />X <br />W ST=6 <br />n <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />