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DocuSign Envelope ID 944B87A4-AB83-4B43-886B-F48BO5ABCOB7 <br />\ UPLIFT CONNECTION PER —- <br />TYPICAL WALL SECTION <br />1` 7914j <br />MOISTURE BARRIER • 1. TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER l <br />PLAN. SEE TABLE 2; o/ <br />SHEET ST-1 (PORCH <br />' CEILING BOARD) <br />I - <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 COMMONS EACH END <br />FASTEN 2x6 NO.2 SYP— <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) <br />1 Od 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 />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />FASTEN ROOF DECK TO <br />OR FLATWISE) FRAMING @ 3" O C ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />ROOFDECK� <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />T= ............% D WITH <br />CLIP TO GAB O OR <br />2x4 NO.2 SY(P BLOCKING BETWEEN <br />PROVIDE PANEL OUTLOOKERS. FASTEN EACH <br />EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d <br />NON -DROPPED GABLE COMMON @ 3" O.C. <br />l—GABLE TRUSS <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 (V <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 />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 />2 <br />META20 @ 48" O.C. W/ MIN (7) 10d x 1-%" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />` <br />BEAM W/ HTSM20 OR MSTAM36) <br />1.. <br />/ HGAM10) <br />2021 V1.0 <br />8'-1" ABOVE <br />F_FE <br />TOP OF <br />GARAGE DOOR <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 />4.OF OPENING <br />2x6x12 PT <br />CENTER BUCK <br />�8" DIA ANCHOR <br />2x4 PT TOP BUCK <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 4e" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 '/2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 ''Y" x 416" <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 />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />►.. <br />a. <br />L0 <br />N <br />Z_ <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 />TOP OF WALL <br />SEE PLAN <br />TOP OF FINISH <br />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />�_- <br />I I I <br />I <br />t � I <br />I <br />II I <br />II I I <br />---------- - -- <br />I I <br />I I I <br />I I I <br />I I <br />I I <br />I i I <br />I I I <br />PRECAST LINTEL SEE <br />PLAN <br />I I I <br />I <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />SHOWN. <br />I I I <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />I <br />VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />I I I <br />I I I <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />i I <br />l 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 />l AT BOTTOM. <br />CONCRETE <br />FOUNDATION WORK <br />PER PLAN <br />FLOOR SLAB <br />I I � <br />I � <br />I i I <br />I I I <br />\ X\ <br />GARAGE SHEAR PIER <br />E <br />MA\ O <br />U <br />O <br />O <br />APEX <br />O <br />N <br />00 <br />U <br />C1 <br />� <br />fti <br />BE <br />=C E N <br />N <br />M <br />J <br />LL <br />W <br />tds <br />-� <br />J <br />J-6 <br />5; <br />Z <br />true design studios <br />N <br />TRUSSES NEEDING BRACING <br />O <br />Cn <br />U <br />9000 REGENCY SQUARE BLVD. <br />q) <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />-� <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />(D <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />C) <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />to <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />CT. <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />4. ALL FASTENERS <br />11HOMN' <br />5. DESIGNED PER BCSO 3NMOSTARE.I31CURRENTONG EDITION.) <br />O <br />_6" MAX <br />6" MAX <br />�6" MAX <br />I <br />=" MAX <br />T" MAX <br />6" 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 />J ~ <br />w <br />CONTINUOUS <br />LATERAL <br />RESTRAINT WEB <br />BRACE SUBSTITUTE <br />ALTERNATE BRACING <br />�i <br />c( C. <br />-C <br />U) <br />WEB MEMBER <br />[SPECIFIED <br />T OR L SCAB <br />SIZE <br />CLR <br />�- <br />2x4 - -� <br />1 ROW <br />_ <br />2x4 (1)2x4 - <br />2x4 <br />2 ROWS <br />2x6 (2)2x4" <br />_ <br />Z <br />2x4 <br />(1)2x6 <br />2x6 <br />1 ROW <br />w <br />2x6 <br />2 ROWS <br />2x6 <br />(2)2x4' <br />(D <br />2x8 <br />1 ROW <br />2x6 <br />(1)2x8 <br />W <br />2x8 <br />2 ROWS <br />2x6 <br />(2)2x6' <br />This item has been electronically <br />(D signed and sealed by Justin M Lanier, <br />C) PE on the date and/or time stamp <br />0) shown using a digital signature. <br />SINGLE TRUSS BRACING Printed copies of this document are <br />not considered signed and sealed <br />and the signature must be verified <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO <br />I, -by a 3rd Party Certificate Authority <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN on any electronic copy <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. O <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. � � � W <br />m <br />LLJ O c) <br />W Q <br />W <br />W <br />z <br />0 > Q Q <br />W m w 0 <br />o <br />� � w <br />0 w w <br />OJ �" X <br />z <br />Z Z <br />O O <br />BOND BEAM <br />REINFORCEMENT <br />LU (SEE WALL SECTION) <br />w FILL SOLID TO BOND BEAM <br />U7 <br />w °. <br />8 F - # DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />i <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 />BOND BEAM <br />REINFORCEMENT <br />W <br />LU <br />(SEE WALL SECTION) <br />F- <br />d <br />Z <br />_ <br />LIJ <br />T <br />FILL SOLID TO BOND BEAM <br />O <br />Of <br />U <br />co <br />— <br />U <br />w <br />UJ <br />LINTEL REINFORCEMENT <br />Abbott Park <br />J <br />= <br />..o <br />o <br />U <br />o <br />J <br />- - -- _ ---_ <br />U) <br />"d" <br />LL <br />LOT 005-04-1 C <br />0 <br />8 F 1 #= DEPTH OF LINTEL ASSEMBLY <br />Q <br />W <br />U <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN V BEYOND <br />z <br />Z <br />CD <br />BEARING AT EACH END <br />} <br />GROUT FILLED LINTEL ASSEMBLY <br />O <br />PROJECT NO: <br />U) <br />W <br />8" PRECAST LINTEL. SEE PLAN. <br />O <br />2021.014963 <br />0 <br />Z <br />O <br />8F-1 —TT <br />U <br />DRAWN <br />KME <br />o <br />WCHKD: <br />L0 <br />MJP <br />U) <br />W <br />W <br />CL <br />Q <br />U <br />Q <br />,`�j/111111111 <br />07 <br />%J <br />m <br />�. . �GENS •R 0 <br />'•� F <br />Z <br />0 <br />No 85166 <br />W <br />yt : DocuSigned by:*. <br />O <br />:p0 <br />STATE OF ."44Y�Z <br />3F4671 DA(�DEF,� <br />,'N <br />s <br />,',��s�Oi <br />cA <br />i i i �,,♦ <br />S <br />12-30-2021 <br />_O <br />F= <br />W <br />w <br />U <br />REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w <br />-- ! - U <br />0 O <br />Z — Z <br />1:O <br />U 0 <br />w <br />X <br />w ST=6 <br />a <br />CMU/METAL CONNECTOR ENGINEERING <br />