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)ocuSign Envelope ID: 30814DOC-5684-4E90-9485-603907D32158 <br />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 />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />OR FLATWISE) <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMMONS EACH END ROOF DECK <br />FASTEN 2x6 NO.2 SYP- <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) <br />1Od COMMONS <br />2x6 NO.2 SYP DIAGONAL BRACt- <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 />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <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 />—+- 2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1)H2.5Tw/(10)8dx1'/z" <br />I 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 />8'-0" OR AS SHOWN ON PLAN 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) 1 Od x 1 -Y2" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR BEAM W/ HTSM20 OR MSTAM36) <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 />_;01 <br />8'-1" ABOVE <br />2x6x12 PT <br />CENTER <br />TOP OF <br />GARAGE DOOR 1 <br />ABOVE <br />F.F.E.F.F. <br />ABOVE <br />F.F.E.F.F. <br />2'-9" ABOVE <br />F.F.E. <br />48" DIA. ANCHOR <br />2x4 PT TOP BL,-., <br />(LOF 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 41 fi' <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 />I� rl t 1 PER PLAN LINTEL <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <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 />TOP OF WALL <br />SEE <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 />I <br />l l NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />l TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />j PLACEMENT PLAN. MIN 6" BEND <br />l AT BOTTOM. <br />II II II <br />I- II I <br />II CONCRETE <br />I FOUNDATION WORK <br />TOP OF FINISH 14.: I PER PLAN <br />FLOOR SLAB - <br />I I I <br />I I I <br />I I I <br />I � I <br />\ \ I I I \ \ <br />I i I <br />I I I <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />O <br />O <br />04 <br />APEX <br />N <br />O <br />O <br />a7 <br />N <br />N <br />M <br />J <br />U_ <br />w <br />J tds <br />J <br />true design studios <br />z <br />O <br />-- - (n <br />Y 9000 REGENCY SQUARE BLVD. <br />SUITE LATERAL BRACING - MULTIPLE TRUSSES Q <br />'7 <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). O <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY O <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. LU <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS Uj <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). � 11HOMON'5. DESIGNED PER BCSI-63, MOST CURRENT EDITION. <br />J&$;woe <br />m <br />CONTINUOUS LATERAL RESTRAINT WEB W <br />BRACE SUBSTITUTE _ <br />WEB MEMBER SPECIFIED ALTERNATE BRACING' <br />SIZE CLR TOR_ L_ SCAB (n <br />2x4 1 ROW 2x4 (1)2x4 <br />T-BRACE FASTENED TO 2x4 2 ROWS 2x6 (2)2x4" z ?j <br />WEB W/ 10d AT 6" O.C. 2x6 1 ROW 2x4 (1)2x6 W <br />L28 <br />2 ROWS 2x6 (2)2x4" (D <br />LU <br />1 ROW 2x6 (1)2x8 <br />2 ROWS 2x6 (2)2x6" <br />L-BRACE FASTENED TO � <br />WEB W/ 10d AT 6" O.C. O <br />SINGLE TRUSS BRACING ti <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL U-) <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ~ ♦ ^ <br />SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. V J <br />WEB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />z Uj <br />IF (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. (n <br />TO EACH FACE OF W <br />REQUIRED, APPLY WEB. BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W Q <br />n/ <br />GRADE AS WEB TO BE BRACED. L0L <br />BOND BEAM <br />REINFORCEMENT <br />w L _ T-1 (SEE WALL SECTION) <br />J <br />w FILL SOLID TO BOND BEAM <br />_ -- <br />w <br />w <br />U) 7- I <br />v <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 />�_7 <br />O o <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />w <br />J <br />0 <br />w <br />U <br />CO <br />w <br />w <br />U) <br />z -� z Lu <br />co Uj O v) <br />w <br />w Q <br />W O <br />z <br />z w p <br />W w <br />W W <br />O ct <br />LILz LL <br />z <br />O_ <br />BOND BEAM I-_ <br />REINFORCEMENT Q <br />(SEE WALL SECTION) IY <br />O <br />a <br />FILL SOLID TO BOND BEAM <br />0 <br />' <br />LINTEL REINFORCEMENT <br />Q <br />ABBOTT PARK <br />O <br />" p <br />- - - - <br />� <br />LOT 025-01 <br />8 F -1 - # - DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />#5 BOTTOM BAR TO EXTEND <br />U <br />NO LESS THAN 1" BEYOND <br />z <br />BEARING AT EACH END <br />>_ <br />GROUT FILLED LINTEL ASSEMBLY <br />O <br />PROJECT NO <br />8" PRECAST LINTEL. SEE PLAN. <br />-1 <br />2021.006624 <br />8 F- 1 -TT <br />z <br />-- -- - <br />DRAW N <br />KME <br />U <br />LLJ <br />CHKD: - <br />MJP <br />x <br />W <br />a <br />``fir,►111111/��� <br />�� <br />, SIN LA <br />�. �'. <br />DENS •9 <br />w <br />No 85166 <br />_ *•. ..* <br />Zco <br />DoAuSlgned by: <br />O <br />?3 �. TATE OF <br />W <br />0 Q •3F46710ACDEF415.:4/ <br />FS , O 1 p. <br />z <br />R .• <br />��'��,5,10 N A� E .�. <br />p <br />05-18-2021 <br />H <br />U <br />REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS a No. Description Date <br />O <br />O <br />z - <br />U <br />W <br />H <br />X <br />ST=6 <br />CMU/METAL CONNECTOR ENGINEERING <br />