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DocuSign Envelope ID: A9D5FC77-63E6-4898-AFC9-7585D96187ED <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />TYPICAL PORCH <br />. <br />BY OTHERS <br />CEILING BOARD PER <br />-' : <br />PLAN. SEE TABLE 2; °' <br />—MOISTURE BARRIER <br />o <br />SHEET ST-1 (PORCH <br />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 />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />FASTEN ROOF DECK TO <br />OR FLATWISE) <br />FRAMING @ 3" O.C. ON <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMM <br />NS EACH END ROOF DECK <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1 ''/2' <br />F712x4 <br />NO.2 SYP BLOCKING BETWEEN <br />PROVIDE PANEL <br />OUTLOOKERS. FASTEN EACH <br />EDGE BLOCKING FOR <br />BLOCK TO ROOF DECK WITH 8d <br />NON -DROPPED GABLE <br />COMMON @ 3" O.C. <br />FASTEN 2x6 NO.2 SYP <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) <br />GABLE TRUSS <br />10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BRAC , <br />SEE PLAN <br />10:// <br />WALL SHEATHING PER PLAN <br />. UP TO 8FT SINGLE 2x6 ONLY <br />• UP TO 20 FT, 2x6 W/ 2x6 T-BRACE <br />L OR T BRACE VERTICAL <br />REINFORCEMENT PER <br />TRUSS ENGINEERING <br />FASTEN 2x6 N0.2 SYP <br />"T-BRACE" TO DIAGONAL BRACE <br />w/ 10d COMMONS @ 3" O.C. <br />MOISTURE BARRIER SHALL BE <br />8'-0" OR AS SHOWN ON PLAN <br />PROVIDED BETWEEN MASONRY <br />AND ALL UNTREATED LUMBER <br />GABLE TRUSS TO BOND BEAM W/ <br />�? <br />META20 @ 48" O.C. W/ MIN (7) 10d x 1 '/2" <br />- <br />(NOTE: IF META20 IS IMPROPERLY <br />_ <br />INSTALLED, ATTACH TRUSS TO BOND <br />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR <br />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 />B3 <br />2021 V1.0 <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 />TOP OF <br />J <br />8'-1" ABOVE <br />F.F.E. 2x6x12I <br />CENTEF <br />TOP OF <br />6-1" ABOVE <br />F.F.E. <br />48" DIA. ANCHOI <br />4'-9" ABOVE_ 2x4 PT TOP <br />F.F.E. <br />Ilk <br />F.F. ABOVE ' <br />0'-9" ABOVE <br />F.F.E. <br />TOP OF <br />CURB <br />F.F.E. <br />rLOF OPENING <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 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 />a <br />_ g <br />in <br />N <br />Z <br />D <br />v <br />o <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 />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 />I------------ ------- <br />I � � <br />7 <br />\ \ <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />O <br />U <br />O <br />O O <br />CN <br />APEX <br />O N <br />O N <br />O <br />, N <br />� tds <br />�ll'� <br />N <br />J � <br />LL <br />LL <br />J <br />J N <br />5; true design studios <br />Z <br />O <br />U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />SUITE100,JACKSONVILLE,FL32211 <br />0 <br />� <br />O_ <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />O <br />70 <br />=3 <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />co <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />LLI <br />C <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 (U NO). <br />0 <br />U)041HOMON, <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />_T6" MAX <br />_T6" MAX <br />=" MAX <br />�IT MAX <br />6" MAX <br />_i6" 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 />L I L j' L] (SEE WALL SECTION) <br />M - <br />o - <br />L FILL SOLID TO BOND BEAM <br />U <br />rn - • <br />L <br />of rs- <br />i <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />BRACING <br />EBSIZE MEMBER SPECIFIED-ALTERNATECLR <br />IW— <br />ORSCAB <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 ' .112-1 <br />r h <br />m <br />J <br />U <br />z <br />W <br />W <br />X <br />This item has been electronically <br />A d I A ' RA <br />-- O signe an sea e y us, n aner, <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 />nd the signature must be verified <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO >.y 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 J <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. U) <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W ti <br />GRADE AS WEB TO BE BRACED. � � � ��[�, <br />100 LLJ O <br />W c� <br />W Q <br />w z Q O <br />0 > 0 Q <br />Z 0 <br />W <br />� � W <br />w <br />o <br />o W � <br />J X <br />z r- <br />O ZO <br />BOND BEAM <br />REINFORCEMENT <br />J - (SEE WALL SECTION) W <br />= O ~ <br />a Z <br />= FILL SOLID TO BOND BEAM O <br />CL <br />rl) - U LL <br />w Q W <br />" LINTEL REINFORCEMENT J <br />W Abbott Park Q <br />O v <br />J (A <br />8 F - DEPTH OF LINTEL <br />j ASSEMBLY "d" <br />TL 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 />0 8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />8 F -1 - # DEPTH OF LINTEL ASSEMBLY "d" <br />LL <br />LOT 032-02 <br />0 <br />U <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />z <br />Z <br />Ur <br />BEARING AT EACH END <br />>. <br />GROUT FILLED LINTEL ASSEMBLY <br />O <br />PROJECT NO: <br />L110 <br />8" PRECAST LINTEL, SEE PLAN. <br />O <br />2021.011078 <br />LL <br />�1-# $BF <br />Z <br />U <br />- --- <br />DRAWN: <br />JAR <br />O <br />G <br />LU <br />CHKD: ----- ~— <br />LO <br />xLU <br />MJP <br />LL! <br />d <br />Q <br />J <br />U <br />Q <br />U) <br />Cf) <br />m <br />• �,� C E N SF • '�� <br />Z <br />�``` <br />No 85166 ••. :. <br />W <br />Z <br />DocuSigned by: <br />i <br />�,��ss�0NAL�� <br />z <br />•````, <br />'S <br />jlllllll <br />O_ <br />09-16-2021 <br />0 <br />H <br />W <br />U <br />REVISIONS: <br />Lli <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w <br />w <br />U J <br />Q <br />- --- - U) <br />� O <br />Z Z <br />= O <br />U <br />w <br />H <br />X <br />W ST=6 <br />a- <br />CMUIMETAL CONNECTOR ENGINEERING <br />