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DocuSign Envelope ID: B7F25CE9-A3C0-4F4B-925D-8CF79ADAA1C1 <br />M! <br />UPLIFT CONNECTION PE <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 - - <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 />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 />• MIN 2x4 NO.2 SYP PT PLATE BETWEEN <br />TRUSSES W/ (3) 10d TOENAILS EACH END & <br />MINIMUM (2t" ❑ 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 />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 2x4 NO.2 SYP NAILERS <br />TO SOLID FRAMING W/ (3) <br />0.131"x3" RING SHANK AT 16" O.C. <br />CRICKET BY BUILDER <br />I <br />]""_�_TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 <br />IN TRUSS <br />i <br />i <br />r <br />TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION <br />IGHT, BUILD UP PER THE FOLLOWING DETAIL <br />pp7 <br />1Z,p,r- WOOD KNEEWALL OVER MASONRY <br />KVVJj <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMM NS EACH END <br />A ...- <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 <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 />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />'/ HGAM 10) <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 />F. F. <br />ABOVE <br />Ilk <br />F.F.E. <br />TOP OF <br />GARAGE DOOR Y <br />6'-1" ABOVE 1�1 <br />F.F.E. Y <br />4'-9" ABOVE <br />F.F.E. <br />q_OF OPENING <br />2x6x12 PT -- <br />CENTER BUCK <br />48" DIA. ANCHOR <br />2x4 PT TOP BUCK <br />2x6 PT BUCK EACH SIDE OF OPENING <br />ABOVE <br />F.F.E.F.F. <br />PROVIDE (5) 48' DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 Y2' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 %" x �16' <br />0'-9" ABOVE <br />THICK WASHER w/ EACH ANCHOR. <br />F.F.E.(1st <br />BOLT TO BE 9" MAX. ABOVE CURB.) <br />RAFTER TO NAILER W/ <br />TOP OF <br />-_ <br />MIN (4) 8D COMMON <br />CURB <br />TOE NAIL <br />F.F.E. <br />2x4 NO.2 SYP AT 24" O.C. <br />FASTENED TOGETHER <br />WITH (4) 8D COMMON. <br />GARAGE DOOR JAMB DETAIL <br />`` Y <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 ''Y2" <br />2x4 NO.2 SYP BLOCKING BETWEEN <br />OUTLOOKERS. FASTEN EACH <br />BLOCK TO ROOF DECK WITH 8d <br />COMMON @ 3" O.C. <br />;e7174:8rilb� <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 />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />a- <br />g <br />N <br />Z <br />0 <br />D <br />_ <br />D <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 />TOP OF WALL <br />TOP OF FINISH <br />FLOOR SLAB <br />I I I <br />I I I <br />I I J_ <br />I I I <br />I <br />I I I <br />I � I <br />AA\ 'A A <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 />`!ERT. 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 />x <br />AA <br />i <br />w <br />J <br />0 <br />w <br />x <br />U <br />w <br />w <br />TRUSSES NEEDING BRACING <br />O <br />U <br />O <br />O 0 <br />APEX cV U <br />OD (D <br />O (D <br />O <br />� tCi <br />04 <br />LL <br />tds <br />J S2 <br />J N <br />} true design studios <br />z <br />O <br />U <br />U 9000 REGENCY SQUARE BLVD.I <br />LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 <br />-3 - 0 <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />O <br />'a <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />O <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />W <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 (UNO). <br />U) <br />DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />(D <br />(D5. <br />T" 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 />6" MAX TO EACH FACE OF WEB. <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />— FILL SOLID TO BOND BEAM <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED ALTERNATE BRACING <br />SIZE CLR <br />TOR L <br />SCAB <br />2x4 <br />1 ROW <br />2x4 <br />(1)2x4 <br />2x4 <br />2 ROWS <br />2x6 <br />(2)2x4" <br />2x6-- <br />---- <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 />0 <br />J ♦ % <br />m AMOK#$ <br />W <br />Q <br />� <br />- — - signed and sealed by Justin M Lanier, <br />O 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 />IT not considered signed and sealed <br />nd the signature must be verified <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL 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 v, <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. (n <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W <br />GRADE AS WEB TO BE BRACED. � <br />00 Uj O c) <br />LU Q <br />w � O <br />z <br />0 > Q <br />W 0 <br />m Lu <br />o <br />� J w <br />W LLJ W �- <br />O 0/ <br />ILL.L�.. x <br />z Q <br />_O z <br />BOND BEAM F- <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 8U8 0 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />REINFORCEMENT <br />O <br />0 <br />ILLI <br />J <br />(SEE WALL SECTION) <br />o <br />11 <br />z <br />= <br />- <br />FILL SOLID TO BOND BEAM <br />O <br />U <br />U_ <br />' <br />LINTEL REINFORCEMENT <br />Abbott Park <br />J <br />� <br />O <br />U <br />r <br />r^ <br />U) <br />-. <br />LL <br />LOT 026-03-1 B <br />8 F -1 - # + DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />W <br />H <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />Z <br />— <br />z <br />Ur <br />BEARING AT EACH END <br />} <br />U) <br />GROUT FILLED LINTEL ASSEMBLY <br />O <br />PROJECT NO: <br />W <br />8" PRECAST LINTEL. SEE PLAN. <br />O <br />2021.012595 <br />LL <br />- <br />8F1-#-# <br />U <br />DRAWN: CD <br />O <br />W <br />CHKD: <br />L0 <br />MJP <br />x <br />Q <br />Q <br />Q <br />01►1111///11 <br />U <br />(n <br />� I'4 <br />�`v5NLA/�/, <br />(n <br />m <br />� <br />No 85166•••.; <br />_ <br />LU <br />z <br />r r <br />" * DocpSigned by: * r <br />���� <br />aLA <br />• •• ADA EF43%-. „ <br />(n <br />W <br />� <br />z <br />....... <br />'��; & A� E ,•�` <br />i� <br />0 <br />O_ <br />11-01-2021 <br />F- <br />W <br />U <br />REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date <br />w <br />(n J <br />_ Q <br />0 U) <br />0 0 <br />O z <br />z--- - -- <br />= o <br />U <br />LU <br />I— <br />x <br />w ST=6 <br />a <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />