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DocuSign Envelope ID: FF875270-6EF9-44CE-896A-F76FB6A8ECA0 <br />UPLIFT CONNECTION PERK <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 A <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 />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 BRACir- <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 />8'-0" OR AS SHOWN ON PLAN <br />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR <br />FROM DIAGONAL BRACE TO CMU <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 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 />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 />00 WALL SHEATHING PER PLAN <br />L OR T BRACE VERTICAL <br />REINFORCEMENT PER <br />TRUSS ENGINEERING <br />MOISTURE BARRIER BETWEEN MASONRY - 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 />- 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 -Y2" <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 />ABOVE <br />F.F.E. <br />-___ <br />F.F. <br />ABOVE <br />F.F.E.F.F. <br />2'-9" ABOVE <br />F.F.E. <br />0'-9" ABOVE <br />F.F.E. <br />TOP OF OIL <br />CURB <br />F.F.E. <br />FLOF OPENING <br />2x6x12 <br />CENTEI <br />48' DIA. ANCHOI <br />7vd PT Tr)P <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) �3" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 Yi' x �16" <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <br />#5 CONT. <br />0 <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />T <br />j. <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 />TOP OF FINISH _ 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 I <br />I I I <br />/\ \\ /I <br />_�----- =_-1 =---_ / XX <br />/ <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />U <br />O � <br />O t3 <br />CV <br />�#—-O <br />M U <br />CU <br />O N <br />O C] <br />CV <br />M <br />LL <br />W <br />t S <br />J CD <br />5; true design studios <br />z <br />O <br />U 9000 REGENCY SQUARE BLVD. a) <br />LATERAL BRACING -MULTIPLE TRUSSES <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />C ) <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />C:) <br />Cn <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />W <br />C: <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />F- <br />Cr <br />_ <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER.4. ALL FASTENERS ARE. <br />DaRAMON <br />N <br />5. DESIGNED PER BCSII--B3, MOSTI31CURRENTONG EDITION.) <br />T" MAX <br />=6" MAX <br />T" MAX <br />T" MAX <br />-r6" 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 />w C1 CI (SEE WALL SECTION) <br />o _mod <br />uJ FILL SOLID TO BOND BEAM <br />U <br />cn <br />w <br />III <br />• <br />_U>.i # <br />co <br />-- W <br />LATERAL RESTRAINT WEB <br />LCONTINUOUS <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 />24 <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 />20- <br />U <br />z <br />W <br />0 <br />This item has been electronically <br />LLI <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />O <br />shown using a digital signature. <br />— O Printed copies of this document are <br />O not considered signed and sealed <br />SINGLE TRUSS BRACING CA and the signature must <br />ateAuthorit <br />I by a 3rd Party Certificate Authority <br />qT ti �on any electronic copy <br />LO <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <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 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 <br />GRADE AS WEB TO BE BRACED. ry <br />� � � W <br />m <br />Uj O c� <br />LU Qw Q z <br />0 > 0 Q <br />W W W <br />0 —.1W M <br />W W ti <br />ILL U x <br />z Q <br />_ o_ z <br />BOND BEAM ~ O <br />8 F - #— DEPTH OF LINTEL <br />11 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 />F-- <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 />REINFORCEMENT <br />W <br />W <br />J <br />- <br />(SEE WALL SECTION) <br />W <br />z <br />0 <br />= <br />FILL SOLID TO BOND BEAM <br />OLd <br />a <br />vvi <br />U <br />w <br />_ <br />LINTEL REINFORCEMENT <br />X <br />Abbott Park <br />_ i <br />Q <br />o <br />C) <br />LOT 022-02 <br />0 <br />8 F -1 - # + DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />U <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />Z <br />Z <br />BEARING AT EACH END <br />} <br />(0 <br />GROUT FILLED LINTEL ASSEMBLY <br />PROJECT NO: <br />W <br />8" PRECAST LINTEL. SEE PLAN. <br />O <br />2021.009232 <br />LL <br />8F-1 —# <br />= <br />DRAWN CD <br />O <br />U <br />CHKD: <br />MJP <br />U) <br />x <br />W <br />W <br />Q <br />XQ <br />`,�►I11111//1�� <br />U <br />V) <br />� <br />>' <br />,`�-�1N <br />q ��., <br />%% .. G E N S. <br />.••: <br />\' <br />No 85166 <br />Z <br />* �• <br />D ocuSigned by: * <br />Q <br />0 <br />ffl£71 D&VEF41ii4t Z. <br />W <br />Z <br />N A '0.�`�� <br />W <br />111111 <br />O_ <br />07-29-2021 <br />H <br />W <br />U <br />REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS ¢ No. Description Date <br />- - W <br />(n J <br />a <br />- O <br />Z z <br />= O <br />U 0 <br />W <br />H <br />X <br />w ST=6 <br />D_ <br />CMUIMETAL CONNECTOR ENGINEERINGa <br />