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:)ocuSign Envelope ID: 57B60627-E2C4-46E5-A844-3005B71F9F46 <br />m <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />\ - <br />MOISTURE BARRIER �` TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />PLAN. SEE TABLE 2; <br />A <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— <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 />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 />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 />IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION <br />HEIGHT, BUILD UP PER THE FOLLOWING DETAIL - — <br />KW5 WOOD KNEEWALL OVER MASONRY <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 />CD SHED ROOF DETAIL <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />FASTEN ROOF DECK TO <br />OR FLATWISE) <br />FRAMING @ 3" O.C. ON <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />EDGE, 6" O.C. IN FIELD <br />BETWEEN TRUSS TOP CHORDS W/ <br />WITH RSRS-01 <br />(3) 10d COMM NS EACH END ROOF DECK—\ <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />_,- <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1 1/2" <br />2x4 NO.2 SYP BLOCKING BETWEEN <br />PROVIDE PANEL <br />OUTLOOKERS. FASTEN EACH <br />EDGE BLOCKING FOR <br />BLOCK TO 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 BRACE -,— <br />SEE PLAN <br />WALL SHEATHING PER PLAN <br />• UP TO 8FT SINGLE 2x6 ONLY <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 N0.2 SYP <br />"T-BRACE" TO DIAGONAL BRACE <br />w/ 10d COMMONS @ 3" O.C. <br />MOISTURE BARRIER SHALL BE <br />8'-0" OR AS SHOWN ON PLAN <br />PROVIDED BETWEEN MASONRY <br />AND ALL UNTREATED LUMBER <br />�? <br />GABLE TRUSS TO BOND BEAM W/ <br />META20 @ 48" O.C. W/ MIN (7) 10d x 1 %" <br />- —_ <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR <br />y <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 />GABLE ANGLE BRACING DETAIL (W/ HGAM10) <br />B3 <br />2021 V1.0 <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 />8'-V ABOVE <br />F.F.E. -- --- — <br />TOP OF <br />GARAGE DOOR <br />6-1" ABOVE <br />F.F.E. <br />4'-9"-ABOVE <br />F.F.E. <br />2'-9" ABOVE <br />F.F.E. ------- -- <br />rLOF OPENING <br />2x6x12 I <br />CENTEI <br />4e" DIA. ANCHOI <br />2x4 PT TOP <br />— . 2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) :�" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5'/7' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 1/2" x 416" <br />0'-9" ABOVE <br />THICK WASHER w/ EACH ANCHOR. <br />F.F.E. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />TOP OF <br />CURB <br />F.F.E. <br />GARAGE <br />DOOR JAMB DETAIL <br />PRE -CAST LINTEL <br />#5 CONT. PER PLAN <br />v <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP N <br />z_ <br />#5 CONT. <br />v <br />FILL BOTH LINTELS SOLID <br />- - -- b 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 />I I I <br />I � I <br />I <br />I I I <br />II I I <br />II 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 I--_ i PLAN <br />I I <br />j I EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />I <br />-+ SHOWN. <br />I I I <br />I MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />I <br />VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />I I I <br />I <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />I I <br />NO. 5 DOWEL TO MATCH EACH <br />I SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />j l i TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />l PLACEMENT PLAN. MIN 6" BEND <br />I i AT BOTTOM. <br />II II I -- <br />I II I <br />I I CONCRETE <br />l FOUNDATION WORK <br />TOP OF FINISH I PER PLAN <br />FLOOR SLAB <br />I I I <br />------------- <br />I I I <br />I I I <br />I I I <br />T I I <br />\ I I I <br />I I I \ \ <br />\ \ I I I <br />I I I <br />I I I <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />0 <br />U <br />O <br />O p <br />APES <br />00 <br />m Q <br />N <br />M <br />J <br />LIL ~ <br />w <br />J <br />J � <br />5; true design studios <br />Z <br />O <br />U 9000 REGENCY SQUARE BLVD. C:' <br />LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100,JACKSONVILLE,FL32211 0 <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 />N <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 />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS SHOWN ARE. 131 " x 3" LONG (U NO). <br />UsRsHOEN' <br />5. DESIGNED PER BCSI-133, MOST CURRENT EDITION. <br />(D <br />_16" MAX <br />J 6" MAXI <br />16" MAX <br />=" MAX <br />jT MAX <br />MAX <br />w <br />J <br />0 <br />w <br />U <br />U) <br />w <br />w <br />U) <br />P <br />i <br />J J <br />m r <br />w <br />CONTINUOUS LATERAL RESTRAINT WEB � Q. <br />BRACE SUBSTITUTE Q <br />WEBSIZE <br />MEMBER SP CLRIED ALTET ORRNATESCAB BRACING 0 <br />__ .Q <br />2x4 1 ROW x2 4 I (1)2x4 �- <br />2x4 2 ROWS 2x6 (2)2x4" U <br />T-BRACE FASTENED TO - - Z <br />2x6 1 ROW l 2x4 (1)2x6 LLJ <br />WEB W/ 10d AT 6" O.C. 2x6 2 ROWS 2x6 (2)2x4' 0 <br />LU <br />2x8 1 1 ROW 12x6 (1)2x8 Of <br />2x8 2 ROWS 2x6 ! (2)2x6* <br />L-BRACE FASTENED TO O <br />O <br />WEB W/ 10d AT 6" O.C. O <br />SINGLE TRUSS BRACING <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL r__ <br />SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN r <br />WEB W/ 10d AT 6" O.C. ALTERNATIVE WEB BRACING METHOD IS DESIRED. O V J <br />"IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z LL I ' I <br />REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. (n W_ <br />TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W <br />GRADE AS WEB TO BE BRACED. <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />— FILL SOLID TO BOND BEAM <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 />w <br />J <br />0 <br />w <br />U <br />U) <br />w <br />w <br />U) <br />P <br />Z <br />U <br />Z <br />m <br />W O <br />�W/� <br />cry <br />w <br />LU <br />w <br />Q <br />z <br />Q <br />O <br />z <br />w <br />M <br />W W <br />Q <br />Q <br />o <br />o <br />Q J <br />W <br />W <br />W <br />2 <br />O <br />x <br />X <br />L <br />Z <br />a <br />O <br />BOND BEAM I— <br />REINFORCEMENT < <br />Z <br />W <br />(SEE WALL SECTION) 0 <br />I-_ <br />Z <br />a_ <br />�-- FILL SOLID TO BOND BEAM Ix <br />O <br />IZ <br />U <br />Q <br />LL <br />LINTEL REINFORCEMENT <br />cr <br />ABBOTT PARK <br />J <br />Q <br />O <br />U <br />U_W <br />LOT 024-01 <br />0 <br />8 <br />F -1 - #+—DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />w <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 />GROUT FILLED LINTEL ASSEMBLY <br />O PROJECT NO <br />w <br />8" PRECAST LINTEL. SEE PLAN. <br />2021.006623 <br />O <br />Z <br />O <br />8F-1 —TT <br />DRAWN: <br />= KME <br />o <br />U <br />w <br />o <br />_ <br />CHKD: <br />x <br />MJP <br />a <br />Q <br />a <br />�����►,, <br />LA <br />U <br />cn <br />E N 5�., � <br />Z <br />w <br />No 85166 <br />Z <br />* . DOCUSigned by: . * • <br />Q <br />N <br />•13 <br />�r11 /�./� <br />i Liz 1CQFEF435� 4 <br />'���s'c4 0 R P <br />Z <br />Q <br />Z <br />G� <br />lliill <br />QQ <br />05-17-2021 <br />Q <br />_O <br />F- <br />w <br />U <br />REVISIONS: <br />LU <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date '— <br />— - --- Lu <br />U) J <br />-- U) <br />O � <br />z <br />zST=6 <br />r~ <br />x� <br />w� <br />Q. <br />CMU/METAL CONNECTOR ENGINEERING <br />