Laserfiche WebLink
DocuSign Envelope ID: OF582DE1-AA77-44DF-848E-8E536E59FCOE <br />MOISTURE BARRIER <br />BY OTHERS <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />TYPICAL PORCH <br />FT. <br />CEILING BOARD PER <br />PLAN. SEE TABLE 2- <br />A <br />SHEET STA (PORCH <br />° <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't" i 1 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/ ti2" <br />x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT <br />& WASHER @ 24" O.C. <br />UPPER PLT HGT <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"0" RING SHANK AT 16" O.0 <br />CRICKET BY BUILDER <br />T <br />8'-1" ABOVE _ �J <br />F.F.E. ! 2x6x12I <br />CENTEI <br />TOP OF <br />GARAGE DOOR _ <br />6-1 ABOVE F.F. . <br />F.F.E. <br />48' DIA. ANCHOI <br />4'-9" ABOVE 2x4 PT TOP <br />F.F.E. <br />(LOF OPENING <br />2x6 PT BUCK EACH SIDE OF OPENING <br />ABOVE <br />r_.F. <br />F.F.E. <br />PROVIDE (5) 4a" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 '/s" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 %" x �t6" <br />0'-9" ABOVE <br />THICK WASHER w/ EACH ANCHOR. <br />F.F.E. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />RAFTER TO NAILER W/ <br />TOP OF <br />MIN (4) 8D COMMON <br />CURB <br />TOE NAIL <br />2x4 NO.2 SYP AT 24" O.C. <br />F.F.E. <br />FASTENED TOGETHER <br />WITH (4) 8D COMMON. <br />GARAGE <br />DOOR JAMB DETAIL <br />CD SHED ROOF DETAIL <br />:::: &��i I <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 />IFTRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION <br />HEIGHT, BUILD UP PER THE FOLLOWING DETAIL <br />KW 5 WOOD KNEEWALL OVER MASONRY <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE FASTEN ROOF DECK TO <br />OR FLATWISE) FRAMING @ 3" O.G. ON <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMM NS EACH END ROOF DECK—\ <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />-,_- - <br />• <br />CLIP TO GABLE TOP CHORD WITH <br />(1)H2.5Tw/(10)8dx1'/2" <br />2x4 N0.2 SYP BLOCKING BETWEEN <br />PROVIDE PANEL <br />I <br />OUTIFASTEN EACH <br />EDGE BLOCKING FOR <br />BLOCOKOTO ROOF DECK WITH 8d <br />NON -DROPPED GABLE <br />COMMON @ 3" O.C. <br />FASTEN 2x6 N0.2 SYP <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) <br />GABLE TRUSS <br />10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BRA , <br />SEE PLAN <br />• UP TO 8FT SINGLE 2x6 ONLY <br />WALL SHEATHING PER PLAN <br />• UP TO 20 FT, 2x6 W/ 2x6 T-BRACE <br />L OR T BRACE VERTICAL <br />REINFORCEMENT PER <br />TRUSS ENGINEERING <br />FASTEN 2x6 NO.2 SYP <br />"T-BRACE" TO DIAGONAL BRACE <br />w/ 10d COMMONS @ 3" O.C. <br />8'-0" OR AS SHOWN ON PLAN <br />MOISTURE BARRIER SHALL BE <br />PROVIDED BETWEEN MASONRY <br />AND ALL UNTREATED LUMBER <br />2i <br />GABLE TRUSS TO BOND BEAM W/ <br />META20 @ 48" O.C. W/ MIN (7) 1Od x 1 <br />--- -- - <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR �,�. <br />BEAM W/ HTSM20 OR MSTAM36) <br />FROM DIAGONAL BRACE TO CMU ;�;• <br />MOISTURE BARRIER BETWEEN MASONRY <br />AND NON -PT LUMBER BY OTHERS <br />BRACING DETAIL (W/ HGAM10)1) <br />(:133)GAB�LEEANGLE <br />MAXS 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 />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />PRE -CAST LINTEL <br />PER PLAN <br />o_ <br />g <br />in <br />N <br />Z <br />FILL BOTH LINTELS SOLID <br />�j 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 <br />vcoTir•Ai MARS TO EXTEND TO <br />JALL AS SHOWN. MIN <br />NTO BOND BEAM <br />3T LINTEL SEE <br />D REINFORCING TO <br />= PIER W/ 6" BEND TO <br />%LL REINFORCING AS <br />V. <br />MIN (2) SOLID FILLED & <br />I <br />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />—I <br />GARAGE DOOR OPENINGS. <br />I <br />NO.5 VERT. BAR IN FILLED <br />I i <br />CELL AT EACH END OF PIER <br />I <br />l <br />NO. 5 DOWEL TO MATCH EACH <br />I <br />SOLID FILLED & REINFORCED <br />l - <br />CELL EXTENDING FROM FOOTING <br />TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />- -- <br />OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN 6" BEND <br />j l <br />II II I I <br />AT BOTTOM. <br />TOP OF FINISH <br />j l <br />I I <br />CONCRETE <br />FOUNDATION WORK <br />PER PLAN <br />FLOOR SLAB <br />I I I <br />//7 <br />I I I <br />I I I <br />I I I <br />---------- X <br />I I I _ <br />\ \ I I I \ \ <br />I I I <br />I � I <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />O <br />U <br />O <br />C7 <br />O <br />O <br />N <br />T_ <br />APEX <br />C_ <br />00 <br />N <br />mot' <br />x <br />O <br />Q) <br />O <br />Q <br />M <br />I <br />BE N <br />=CE, <br />`. <br />co <br />J <br />� <br />U- <br />W <br />tds <br />4-'' <br />J <br />i7i <br />� <br />true design studios <br />Z <br />o <br />_ <br />U <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES Q SUITE100,JACKSONVILLE,FL32211 0 <br />'� O <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />O <br />-0 <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <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 />-00 <br />5. DESIGNED PER BCSI-63, MOST CURRENT EDITION. <br />N <br />f6" MAX <br />- L6" MAX <br />-16" MAX <br />6" MAX <br />T6" MAX <br />=" MAX <br />LU <br />J <br />uJ <br />U <br />LU <br />LU <br />U) <br />a <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 />— FILL SOLID TO BOND BEAM <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />Q <br />Q <br />-- - --- <br />- <br />WEB MEMBER <br />SPECIFIED <br />ALTERNATE BRACING_ <br />0 <br />SIZE <br />CLR <br />T OR L SCAB <br />f0 <br />2x4 <br />1 ROW <br />2x4 <br />(1)2x4 <br />2x4 <br />2 ROWS <br />2x6 <br />(2)2x4' <br />Z <br />2x6 <br />1 ROW <br />2x4 <br />(1)2x6 <br />W <br />2x6 <br />2 ROWS <br />2x6 <br />(2)2x4" <br />(D <br />�- -- <br />-- <br />W <br />2x8 <br />1 ROW <br />2x6 <br />(1)2x8 <br />2x8 <br />2 ROWS <br />2x6 <br />(2)2x6` <br />- <br />0 <br />This item has been electronically <br />---- <br />O <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />0) <br />shown using a digital signature. <br />SINGLE TRUSS BRACING <br />Printed copies of this document are <br />� <br />not considered signed and sealed <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />U') <br />nd the signature must be verified <br />by a 3rd Party Certificate Authority <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />O <br />n any electronic copy�/� <br />V J <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />Z <br />I ' <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />0 <br />W_ <br />LL <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />Cl) <br />GRADE AS WEB TO BE BRACED. <br />8 F - #— DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />8 F-# <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 />LU <br />J <br />LU <br />U <br />LU <br />W <br />co <br />Z <br />z <br />Z <br />m <br />UJ O <br />�Uj <br />W <br />W <br />W <br />Q <br />z <br />z <br />Z <br />W <br />Q <br />Q <br />Q _ <br />W <br />W <br />W <br />W <br />2 <br />O <br />x <br />U_ <br />Z <br />Q <br />p <br />BOND BEAM <br />REINFORCEMENT <br />Z <br />W <br />(SEE WALL SECTION) 0 <br />d <br />i— FILL SOLID TO BOND BEAM (If <br />O <br />z <br />a- <br />U <br />Q <br />LL <br />LINTEL REINFORCEMENT <br />� <br />Abbott Park <br />J <br />Q <br />O <br />U_ <br />LOT 017-03-1 C <br />U <br />o <br />8 F -1 - # DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />W <br />#5 BOTTOM BAR TO EXTEND <br />U <br />NO LESS THAN 1" BEYOND <br />Z <br />Z <br />CD <br />BEARING AT EACH END <br />W <br />GROUT FILLED LINTEL ASSEMBLY <br />PROJECT NO: <br />W <br />8" PRECAST LINTEL. SEE PLAN. <br />2021.014967 <br />O <br />LL <br />o <br />8 F-1-# <br />= DRAWN: ASH <br />U o <br />LU <br />CHKD: L0 <br />VA <br />X <br />� Q <br />Q U <br />Q01111111111111 <br />co`�. �,.��G E NS.;9 Z <br />No 85166 <br />ZDocuSigned by', yt <br />,�k . <br />.<., ., .. <br />STATE OF :4� <br />W o 3F4671 DA QQ . Ur <br />�,� ,� O R,•Q,, �� Z <br />tq <br />1111/ <br />O_ 12-29-2021 0 <br />I- W <br />U REVISIONS: LU <br />TYPICAL PRE -CAST LINTEL OPTIONS Q Wo. Description Date W <br />W <br />(n J <br />Q <br />U) <br />O H <br />J p <br />O Z <br />Z <br />_ 0 <br />U <br />W <br />I— <br />X <br />W ST=6 <br />a <br />CMU/METAL CONNECTOR ENGINEERING <br />