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_ §!111p . -p ! 1 I.IF I 1111 "1 I N I' ",pp <br />Docu5ign Envelope ID. AFDOA28B-263E-4E34-9BOA-833B42563918 <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />J. . X_. <br />MOISTURE BARRIER - TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />Q-2 <br />PLAN. SEE TABLE 2; <br />SHEET ST-1 (PORCH <br />CEILING BOARD) <br />TYPICAL PORCH SHEATHING <br />DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />TRUSS TO TOP PLT W/ H2.5T OR RT7AT— <br />SHEATHING TO TOP PLATE- <br />W/ 8d COMMON @ 3" O.C. <br />FULLY SHEATH KNEEWALL PER TABLE 2:- <br />WOOD STRUCTURAL PANEL SHEATHING <br />REQUIREMENTS <br />• MIN 2x4 NO.2 SYP PT PLATE BETWEEN <br />TRUSSES W/ (3) 10d TOENAILS EACH END & <br />MINIMUM (2)," 1 I x 6" EMBED DRILL AND <br />EPDXY ANCHOR W/ NUT & WASHER EACH <br />PLATE SEGMENT WITHIN 6" OF END <br />2x4 No.2 SYP PT PLATE CONTINUOUS W/ <br />x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT <br />& WASHER @ 24" O.C. <br />SHEATHING TO PT PLATE <br />W/ 8d COMMON @ 3" O.C. <br />UPPER PLT HGT <br />ROOFDECK <br />ROOFTRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <br />FASTEN 2x4 NO.2 SYP NAILERS <br />TO SOLID FRAMING W/ (3) <br />0.131"x3" RING SHANK AT 16" O.0 <br />CRICKET BY BUILDER <br />\ <br />\ <br />LOWER PLT HGT <br />TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 <br />IN TRUSS <br />IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION <br />HEIGHT, BUILD UP PER THE FOLLOWING DETAIL <br />�WOOD KNEEWALL OVER MASONRY <br />VIAi <br />t�vvvl <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 BRAG <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 />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />- RAFTER TO NAILER W/ <br />MIN (4) 8D COMMON <br />TOE NAIL <br />- 2x4 NO.2 SYP AT 24" O.C. <br />FASTENED TOGETHER <br />WITH (4) 8D COMMON. <br />D1 SHED ROOF DETAIL <br />I 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 />PROVIDE PANEL I OUTLOOKERS. FASTEN EACH <br />EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d <br />NON -DROPPED GABLE COMMON @ 3" O.C. <br />GABLE TRUSS <br />8'-0" OR AS SHOWN ON PLAN <br />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR <br />FROM DIAGONAL BRACE TO CMU ;,,;, <br />7' <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 />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 -Y2" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />ABOVE <br />F.F.E.F.F. <br />TOP OF <br />GARAGE DOOR Y <br />ABOVE <br />E. <br />F.F.E.F.F. <br />ABOVE <br />F.F.E.F.F. <br />ABOVE Ilk <br />F.F.E. <br />F.F. <br />ABOVE <br />F.F.E.F.F. <br />TOP OF _ <br />CURB <br />F.F.E. <br />FLOF OPENING <br />2x6x12 PT <br />CENTER BUCK <br />" DIA. ANCHOI <br />2x4 PT TOP ��.... <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 48' 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 %" 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 />d <br />v. <br />g <br />En <br />N <br />_Z <br />v <br />D <br />D ' <br />�- <br />4:4F <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 />--- --- --- ------- <br />I I I <br />I i I <br />I I I <br />I i I <br />I <br />I I I <br />I � I <br />I i <br />1- --i------------------ ------ <br />I I I <br />I I I <br />I I <br />I I I <br />I I I <br />I I I PRECAST LINTEL SEE <br />PLAN <br />SEE PLAN <br />I <br />I I <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />I <br />LAP WALL REINFORCING AS <br />SHOWN. <br />I I I <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />i GARAGE DOOR OPENINGS. <br />I I I <br />I NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />I - <br />I <br />l i 1 NO. 5 DOWEL TO MATCH EACH <br />I 1 SOLID FILLED & REINFORCED <br />I I 1 CELL EXTENDING FROM FOOTING <br />l TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />- OTHERWISE ON DOWEL & LINTEL <br />l i l 1 PLACEMENT PLAN. MIN 6" BEND <br />I I i 1 AT BOTTOM. <br />II 11 1 <br />l l CONCRETE <br />1 1 1 I FOUNDATION WORK <br />TOP OF FINISH 1 _ _ 11 I PER PLAN <br />FLOOR SLAB - <br />I I I <br />I I I <br />I I I <br />I I l <br />�7, — <br />I 1 <br />I-1—------------------- <br />I I I <br />\ I I I � \ \ % \ I I I \ \ <br />I I I <br />I I I <br />GARAGE SHEAR PIER <br />TOP OF WALL <br />O <br />U <br />O <br />O O <br />CN <br />APEX <br />� N <br />d VC <br />O N <br />O la <br />1 tu <br />cV <br />M <br />W <br />tds <br />J true design studios a) <br />Z <br />O <br />TRUSSES NEEDING BRACING <br />--- - U <br />U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING -MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 Cn <br />O_ <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 <br />Irl- <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. O CO) <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED ASCY <br />W � <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. cf) <br />4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). D#HOBON a)5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />_16" MAX <br />T„ MAX <br />16" MAX <br />Is„ MAX <br />6 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 />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />0 <br />w U FILL SOLID TO BOND BEAM <br />w <br />w <br />rn rs <br />0 .r <br />J <br />m <br />- W <br />CONTINUOUS LATERAL RESTRAINT WEB <br />f <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED RNATEBRACING <br />SIZE CLRTORTORL 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 />U <br />Z <br />W <br />0 <br />LU <br />W_ <br />O <br />This item has been electronically <br />- -- ---- - = signed and sealed by Justin M Lanier, <br />O PE on the date and/or time stamp <br />C:) shown using a digital signature. <br />SINGLE TRUSS BRACING Printed copies of this document are <br />IT not considered signed and sealed <br />nd the signature must be verified <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO >Mtlly 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 ) <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z ' I <br />SCAB BRACING, REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) W_ <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W LL <br />GRADE AS WEB TO BE BRACED. Z �.L. <br />(n =j z LLI <br />W00 0 a) <br />it <br />W Q <br />W <br />w Q <br />0 <br />z Q <br />W m LUJ o <br />0 0 j w w <br />W <br />O <br />z QO Z <br />BOND BEAM 0 <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 />7 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 />REINFORCEMENT O 0 <br />W (SEE WALL SECTION) <br />= FILL SOLID TO BOND BEAM O a <br />ai U LL- <br />LINTEL REINFORCEMENT J <br />W Abbott Park Q <br />O U <br />i -- - <br />8 F -1 - #—DEPTH OF LINTEL ASSEMBLY "d" a LOT 022-03-1 B o <br />- - - I— - <br />H <br />#5 BOTTOM BAR TO EXTEND U Z <br />NO LESS THAN V BEYOND z <br />BEARING AT EACH END } 0 <br />GROUT FILLED LINTEL ASSEMBLY 00 <br />PROJECT NO: WW <br />8" PRECAST LINTEL. SEE PLAN. <br />2021.012591 <br />LLOz DRAWN: O <br />8F-1—# <br />CD _ C) <br />WCHKD: LO <br />MJP X <br />W J <br />Q U <br />Q ,�t►111111►//�� <br />%%% SIN Lq/V/F * W <br />�� <br />..• .,.1. 9 z <br />W No 85166 <br />Q <br />Z ` ; OocuSigned by:-13 ; <br />O i <br />w �� �W: <br />Q iOi��S'`'` R 1 P, �\��,, Z <br />Z 111111111 <br />O_ 11-02-2021 p <br />H W <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w <br />U) J <br />(A <br />O I— <br />Z <br />z O <br />U 0 <br />W <br />1— <br />X <br />w ST-6 <br />a <br />CMUIMETAL CONNECTOR ENGINEERING <br />