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DocuSign Envelope ID: 44AFD156-ODDO-42C9-9CO6-36A957C723F8 <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />MOISTURE BARRIER TYPICAL PORCH ' <br />BY OTHERS CEILING BOARD PER J <br />PLAN. SEE TABLE 2; <br />A <br />SHEET ST-1 (PORCH <br />CEILING BOARD) <br />V- <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />UPPER PLT <br />TRUSS TO TOP PLT W/ H2.5T OR RT7AT I <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 />e <br />• MIN 2x4 NO.2 SYP PT PLATE BETWEEN <br />TRUSSES W/ (3) 10d TOENAILS EACH END & <br />MINIMUM (2t" I I x 6" EMBED DRILL AND <br />{ <br />EPDXY ANCHOR W/ NUT & WASHER EACH <br />PLATE SEGMENT WITHIN 6" OF END <br />• 2x4 No.2 SYP PT PLATE CONTINUOUS W/ %2" <br />x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT <br />I �> <br />& WASHER @ 24" O.C. <br />- <br />ROOF DECK <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 />� TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/MIN (7) 10d x 1 �" <br />SHEATHING TO PT PLATE IN TRUSS <br />W/ 8d COMMON @ 3" O.C. _ <br />i <br />i <br />IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION <br />HEIGHT, BUILD UP PER THE FOLLOWING DETAIL <br />KW J�WOOD KNEEWALL OVER MASONRY <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 BRACE <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 />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 />8'-1" ABOVE <br />F.F.E. <br />TOP OF <br />GARAGE DOOR <br />6-1"ABOVE Ilk <br />F.F.E. <br />4'-9" ABOVE <br />F.F.E. <br />J <br />2x6x121 <br />CENTEI <br />-- I <br />4e' DIA. ANCHOI <br />2x4 PT TOP <br />4.OF OPENING <br />-- 2x6 PT BUCK EACH SIDE OF OPENING <br />2'-9" ABOVE _ <br />F.F.E. <br />PROVIDE (5)" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 '/i' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 %" x 4," <br />0'-9" ABOVE - THICK WASHER w/ EACH ANCHOR. <br />F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />RAFTER TO NAILER W/ TOP OF <br />MIN (4) 8D COMMON CURB <br />TOE NAIL <br />2x4 NO.2 SYP AT 24" O.C. F.F.E. <br />FASTENED TOGETHER <br />WITH (4) 8D COMMON. <br />GARAGE DOOR JAMB DETAIL <br />D1 SHED ROOF DETAIL <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1 <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 '/2" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />TOP OF <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />v <br />v <br />PRE -CAST LINTEL <br />PER PLAN <br />a <br />5 <br />u') <br />N <br />Z <br />2 <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 />\\ I I I \ \ <br />/ I / <br />GARAGE SHEAR PIER <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 />(1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO > <br />OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT N O <br />APPROXIMATE 45* ANGLE TO NO LESS THAN (3) TRUSSES. N U <br />II II II II o <br />CONTINUOUS LATERAL RESTRAINT N O <br />DEFINcy <br />ED <br />QUANTITY AND LOCATION APE C <br />DEFINED BY TRUSS SHOP DRAWING. cy <br />/ r- 0 N <br />O N <br />- APPLIED TO EITHER IF LATERAINT RAL RESTMUST BE � <br />SIDE OF WEBS MADE OF MORE THAN ONE PIECE, (V <br />DO SO WITH OVERLAPPING <br />BRACES LIKE THIS (TYP <br />EVER HERE)LL <br />W <br />_I <br />_I tds <br />N <br />true design studios <br />Z <br />TRUSSES NEEDING BRACING J 0 <br />U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />c; <br />O <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 />w <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />LV <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. 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). <br />11HOMON' <br />DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />a)5. <br />_" MAX <br />MAX <br />_' MAX <br />_" MAX <br />_" MAX <br />J6" MAX <br />T-BRACE FASTENED TO <br />WEB W/ 1 Od 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 <br />(SEE WALL SECTION) <br />w <br />FILL SOLID TO BOND BEAM <br />U <br />U) <br />w <br />LU <br />• <br />CONTINUOUS LATERAL RESTRAINT WEB <br />f BRACE SUBSTITUTE <br />WEB MEMBER SP RNATE BRACING <br />CLRIED <br />SIZ2x4 <br />1 ROW <br />2x4 <br />(1)2x4 <br />2x4 <br />2 ROWS <br />2x6 <br />(2)2x4* <br />- _ <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 5 <br />W <br />Z <br />W <br />0 <br />W <br />OThis <br />item has been electronically <br />— signed and sealed by Justin M Lamer, <br />O PE on the date and/or time stamp <br />C) shown using a digital signature. <br />SINGLE TRUSS BRACING ti 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 ti by 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. 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. (A <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W U. <br />GRADE AS WEB TO BE BRACED. Z L1. <br />W Jz W <br />LU O c� <br />W Q F- <br />LU <br />W Q O <br />z M > `t <br />W W W D o <br />0 p -� w w <br />W <br />o x <br />W X <br />Z ao Z <br />BOND BEAM I­_O <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 />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 />J <br />(SEE WALL SECTION) <br />0 <br />� <br />a <br />Z <br />= <br />- <br />- <br />FILL SOLID TO BOND BEAM <br />0 <br />a <br />ai <br />U <br />LL <br />w <br />` <br />LINTEL REINFORCEMENT <br />Q <br />Abbott Park <br />W <br />Q <br />�o <br />U <br />- <br />w <br />LOT 030-02 <br />8 F -1 - #�—DEPTH OF LINTEL ASSEMBLY "d" <br />¢ <br />w <br />U <br />__ — <br />I-_ <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />Z <br />Z <br />BEARING AT EACH END <br />} <br />(n <br />GROUT FILLED LINTEL ASSEMBLY <br />C� <br />PROJECT NO: <br />W <br />8" PRECAST LINTEL. SEE PLAN. <br />1 <br />2021.011077 <br />LL <br />8 F -1 -# <br />U <br />DRAWN: KM E <br />O <br />O <br />LCa <br />WCHKD: <br />MJP <br />X <br />W <br />W <br />U <br />Q <br />`,�11111111/��** <br />(/i <br />IN <br />�. J5 ,......, /F ., <br />o <br />m <br />.`� �'' �%ENg '� �'� <br />Z <br />No 85166 :_ <br />Q <br />W <br />Z <br />•k ; Docu3ipned by: : •k '� <br />N <br />O <br />i ' Tee DPOfF435 : W <br />OR <br />Z <br />Z <br />��''�SS�oNA :��`% <br />1111 E; <br />O_ <br />09/16/2021 <br />0 <br />F- <br />W <br />U <br />REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date <br />W <br />`W J <br />V_. _ _ .. - - - --- <br />O - 0 <br />Z Z <br />U 10 <br />W <br />H <br />X <br />W ST=6 <br />n. <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />