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URRA A_ L 1 I I R <br />)ocuSign Envelope ID: OOCCED92-FD82-41DF-BBOB-9A1B2DCB5D17 <br />MOISTURE BARRIER <br />BY OTHERS <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />1 TYPICAL PORCH <br />CEILING BOARD PER <br />PLAN. SEE TABLE 2; \ <br />A <br />o <br />SHEET STA (PORCH -- - <br />CEILING BOARD) <br />N <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 (2')z" ❑ 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 />PLT <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"xY RING SHANK AT 16" O.0 <br />CRICKET BY BUILDER <br />PLT HGT <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 @ Y O.C. <br />IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION l <br />HEIGHT, BUILD UP PER THE FOLLOWING DETAIL <br />KW5 WOOD KN� <br />ALL OVER MASONRY <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />OR FLATWISE) <br />TOE -NAIL MIN 2x4 N0.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMM NS EACH END ROOF DECK <br />FASTEN 2x6 NO.2 SYP— <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) <br />10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BRACE7,- <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 />F. F. <br />ABOVE <br />F.F.E. <br />TOP OF <br />GARAGE DOOR <br />6-1" ABOVE <br />F.F.E. <br />ABOVE <br />F.F.E.F.F. <br />FLOF OPENING <br />2x6x12 <br />CENTE <br />46" DIA. ANCHO <br />2x4 PT TOP <br />2x6 PT BUCK EACH SIDE OF OPENING <br />2'-9" ABOVE <br />F.F.E. <br />-- PROVIDE (5) ,18' DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 '/z' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 '/z" x 416" <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 />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1 '/2" <br />2x4 NO.2 SYP 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 />i— 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 <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 />/ 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 />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />v <br />o � <br />v <br />PRE -CAST LINTEL <br />PER PLAN <br />FILL BOTH LINTELS SOLID <br />LJ 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 />- = F =-- -----_ <br />I I I _- —f_--- <br />I I I <br />I I I <br />I � I <br />I <br />II I <br />I I <br />I I I <br />I I I <br />I I <br />I I I <br />I I I <br />PRECAST LINTEL SEE <br />SEE PLAN PLAN I I I <br />I I <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />I <br />I I SHOWN. <br />I ! I <br />TOP OF <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 />I I I <br />I -I— <br />I <br />I - — <br />I <br />/ \ <br />I I I \ \ <br />K \ <br />/ / <br />I I I \ \ <br />GARAGE SHEAR PIER <br />w <br />J <br />0 <br />W <br />U <br />In <br />W <br />W <br />In <br />TRUSSES NEEDING BRACING <br />O <br />U <br />O } <br />O p <br />APEX -C <br />09 N <br />d' '% <br />O a) <br />Q) Q <br />ca <br />I <br />BE `- <br />:CE N <br />4000 <br />cCi <br />LJ <br />W <br />t d s <br />Q <br />J <br />J <br />true design studios <br />� <br />> <br />Z <br />O <br />U <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />a <br />suITEloo,JACKsoNviLLE,FL32211 <br />Nj <br />� <br />01 <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />O <br />'6 <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />•- <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />w <br />C <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />I-_ <br />cr <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 />N A <br />0,1HOOO1. <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />:3 <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 />J6" MAX TO EACH FACE OF WEB. <br />• <br />)ND BEAM <br />:INFORCEMENT <br />E-E WALL SECTION) <br />FILL SOLID TO BOND BEAM <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />Q <br />WEB MEMBER SPECIFIED ALTERNATE BRACING <br />= <br />_ <br />L <br />SIZE CLR T OR L SCAB <br />Q <br />2x4 1 ROW 2x4 (1)2x4 <br />i' <br />a)2x4 <br />2 ROWS 2x6 (2)2x4" <br />Z <br />_ <br />2x6 1 ROW 2x4 0 )2x6 <br />LU <br />2x6 2 ROWS 2x6 (2)2x4' <br />0 <br />-- - - - -- <br />2x8 1 ROW 2x6 (1)2x8 <br />w <br />2x8 2 ROWS 2x6 (2)2x6" <br />-- .. <br />O <br />O <br />SINGLE TRUSS BRACING <br />qql <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />LO <br />ti <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />) <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />Z <br />V <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />w <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />(n <br />_ <br />Lr� <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />w <br />GRADE AS WEB TO BE BRACED. <br />LL <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 />I r <br />COURSING BELOW BOND <br />CTBEAM MAY BE FILLED OR <br />UNFILLED <br />0 0 8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />J <br />z <br />LU <br />m <br />Uj <br />O <br />co <br />LU <br />LU <br />Qw <br />Q <br />>O <br />Z <br />w <br />M <br />W <br />W <br />0 <br />Q <br />w <br />W <br />w <br />Cif <br />O <br />X <br />LL <br />Z <br />Q <br />LL <br />e- <br />z <br />O <br />BOND BEAM <br />Z <br />O <br />' <br />REINFORCEMENT <br />LLI <br />LU <br />(SEE WALL SECTION) <br />p <br />Z <br />o <br />uJ <br />7 <br />- : <br />FILL SOLID TO BOND BEAM <br />O <br />4. <br />W <br />a <br />LU <br />LINTEL REINFORCEMENT <br />� <br />ABBOTT PARK <br />Q <br />U <br />o <br />LOT 012-03 <br />8 F -1 - # - DEPTH OF LINTEL ASSEMBLY "d" <br />a <br />LU <br />U <br />H <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />Z <br />Z <br />BEARING AT EACH END <br />}. <br />GROUT FILLED LINTEL ASSEMBLY <br />PROJECT NO <br />w <br />8" PRECAST LINTEL. SEE PLAN. <br />0 <br />2021.006616 <br />Z <br />O <br />8F1-#-# <br />DRAWN: <br />KME <br />o <br />CHKD <br />MJP <br />X <br />LU <br />w <br />CL <br />a <br />J <br />a <br />a <br />%,�llllilll/���� <br />U <br />In <br />.,�����5" \N LAN/�. <br />(n <br />0 <br />W <br />� <br />No 85166 <br />.. <br />' * ••—DocySipnedby: •• <br />Q <br />dZ <br />O <br />=-p: <br />• <br />• <br />w�� <br />Q <br />3f�6 DACb F435. /�� <br />i '� <br />'.0 <br />0RIOP�.`` <br />(n <br />(7 <br />z <br />'; '9 /0 % <br />Z <br />N A- E� <br />O <br />05-17-2021 <br />0 <br />H <br />w <br />U <br />REVISIONS: <br />co <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w <br />(n J <br />- - - — U) <br />OJ-- - - - - -- -- - O <br />O Z <br />Z O <br />= o <br />U <br />w <br />x ST=6 <br />w <br />a. <br />a <br />CMU/METAL CONNECTOR ENGINEERING <br />