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I— I <br />/DocuSign Envelope ID: 59E322ED-B805-4C40-9CBE-B6588D6B89B9 <br />8'-1" ABOVE <br />F.F.E. <br />ROOF DECK <br />ROOF TRUSS <br />TOP OF <br />OR RAFTER <br />GARAGE DOOR <br />6'-1" ABOVE Ilk <br />UPLIFT CONNECTION PER <br />F.F.E. <br />TYPICAL WALL SECTION <br />SUB FASCIA <br />;a <br />4'-9" ABOVE Ilk <br />r <br />F. F. E. <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS "i CEILING BOARD PER <br />i- PLAN. SEE TABLE 2; <br />MOISTURE BARRIER <br />SHEET ST-1 (PORCH <br />BY OTHERS <br />2' 9" ABOVE <br />CEILING BOARD) <br />F.F.E. <br />- <br />MASONRY LINTEL <br />PER PLAN <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />0'-9" ABOVE <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />F.F.E. OIL <br />PORCHES UNLESS NOTED OTHERWISE) <br />TOP OF <br />CURB <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 BRAC17 <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'/z" <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 />TOP OF WALL <br />F.F.E. <br />OLOF OPENING <br />2x6x12 f <br />CENTEF <br />�," DIA. ANCHOf <br />2x4 PT TOP <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 Yz" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 %" x t6" <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 />CJ <br />WA <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 />TRUSSES NEEDING BRACING <br />O <br />O <br />L0 <br />APEX <br />p <br />0 <br />0 <br />_r_ <br />4 <br />O <br />O <br />0) <br />CL <br />1 <br />3 E 04 <br />CE, N <br />N <br />M <br />J <br />W <br />tds <br />IW <br />J <br />J <br />true design studios <br />i7i <br />z <br />O <br />U <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 <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 />W <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />Cr <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 />OtHOMON' <br />5. DESIGNED PER BCSI-63, MOST CURRENT EDITION. <br />_" MAX <br />" MAXI <br />=" MAX <br />=" MAX <br />=" MAX <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 />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 />U <br />U <br />w <br />w <br />a <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED ALTERNATE BRACING <br />SIZE CLR <br />T OR L <br />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 <br />m <br />W <br />s st n <br />D <br />a <br />i <br />a) <br />Z <br />W <br />(D <br />W <br />0 <br />This item has been electronically <br />d d led b J M Lanier <br />signe an ea y u , <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 />'IT not considered signed and sealed <br />and the signature must be verified <br />LO <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL by a 3rd Party Certificate Authority <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN on any electronic copy <br />�^^ <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. Z v J <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR W <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 W GRADE AS WEB TO BE BRACED. z <br />cn O �W <br />C0 W V ) <br />m <br />1211� 0 <br />W <br />W <br />z <br />0 Q <br />z m W o <br />W ■■■�■ <br />W <br />0 J 2 <br />W LU ti <br />O <br />J X <br />LL <br />ILL <br />Z Z <br />O O <br />BOND BEAM <br />8 F - # — DEPTH OF LINTEL <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 />1 BEAM MAY BE FILLED OR <br />UNFILLED <br />0 8U8 0 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />REINFORCEMENT <br />LIJ (SEE WALL SECTION) <br />O <br />Z <br />o— FILL SOLID TO BOND BEAM <br />0 <br />d <br />W <br />0 <br />Uj <br />J <br />LINTEL REINFORCEMENT <br />Abbott Park <br />Q <br />O <br />0 <br />0 o <br />J <br />fA <br />- <br />LOT 035-02 <br />0 <br />8 F -1 - # — DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />LU <br />H <br />BAR EXTEND <br />U <br />#5 BOTTOM TO <br />NO LESS THAN 1" BEYOND <br />Z <br />z <br />(D <br />BEARING AT EACH END <br />} <br />GROUT FILLED LINTEL ASSEMBLY <br />O PROJECT NO: <br />W <br />8" PRECAST LINTEL. SEE PLAN. <br />O <br />2021.011081 <br />LL <br />O <br />8F-1-# <br />= DRAWN <br />ECAs <br />o <br />U O <br />F_CHKD MJ P U) <br />X <br />W W <br />Q U <br />Q ,trttuuiiicn <br />m `��` �,. �� C•E N SF..4 ��� Z <br />Q � i <br />W No 85166 Q <br />z .. ; DocuSigned by: <br />: --m <br />O ' • 4V <br />~ III <br />W �l *'� vJ <br />A 35...;� <br />,c� P, (D <br />Q ��iiF • '' O R �•O •• C?\ ��� z <br />Q <br />O_ 09-17-2021 0 <br />H W <br />0 REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w <br />� J <br />(� W <br />OJ O <br />z z <br />= O <br />0 0 <br />W <br />I- <br />X <br />W ST=6 <br />a <br />CMUIMETAL CONNECTOR ENGINEERING <br />