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)ocuSign Envelope ID: EC6E496A-5B7D-4CAE-A74C-BABDCBE98F2D <br />rLOF OPENING <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />PLAN. SEE TABLE 2; U., <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" rl 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 />PPER 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"x3" RING SHANK AT 16" O.0 <br />CRICKET BY BUILDER <br />R 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 @ 3" O.C. <br />i <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 MASONRI <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 - 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 />/ 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 />F. F. <br />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 />J <br />2x6x12 1 <br />CENTEI <br />DIA. ANCHOI <br />2x4 PT TOP �.,.,. <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 '/2' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 %" 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 />RAFTER TO NAILER W/ <br />TOP OFIlk <br />CURB <br />MIN (4) 8D COMMON <br />TOE NAIL <br />2x4 NO.2 SYP AT 24" O.C. <br />F.F.E. <br />4-7 <br />FASTENED TOGETHER <br />WITH (4) 8D COMMON. <br />GARAGE <br />DOOR JAMB DETAIL <br />D1 SHED ROOF DETAIL <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1)H2.5Tw/(10)8dx1'/2' <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 WALL <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />o v v <br />PRE -CAST LINTEL <br />PER PLAN <br />a <br />LO <br />N <br />2 <br />v <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 />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />I I I <br />[_ l_ — <br />I I I <br />I I I <br />I � I <br />I <br />I I I <br />I � I <br />II I <br />II I I <br />- --�---I------ ---------------- <br />-L - <br />I <br />I I I <br />I I I <br />I I <br />I � I <br />I I ' PRECAST LINTEL SEE <br />SEE PLAN <br />— I. PLAN <br />I <br />I <br />EXTEND REINFORCING TO <br />--- - END OF PIER W/ 6" BEND TO <br />I LAP WALL REINFORCING AS <br />I I <br />t SHOWN. <br />I I I <br />-- MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />I VERT. BAR ADJACENT TO <br />- - GARAGE DOOR OPENINGS. <br />I I I <br />I I NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />- <br />I <br />l NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />l TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN 6" BEND <br />j l AT BOTTOM. <br />II I II <br />l I CONCRETE <br />' I FOUNDATION WORK <br />TOP OF FINISH <br />PER PLAN <br />I I I <br />I I I <br />FLOOR SLAB <br />I I i <br />71-7—\ 7 I <br />I I -I- <br />' X- / <br />\ I I I \ \ <br />I I I <br />N ,\\ <br />GARAGE SHEAR PIER <br />(1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO > <br />OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT N p <br />APPROXIMATE 45° ANGLE TO NO LESS THAN (3) TRUSSES. N U <br />- CONTINUOUS LATERAL RESTRAINT N U <br />DEFT QUANTITY AND LOCATION A PEX 0 <br />DEFINED BY TRUSS SHOP DRAWING. C <br />N U <br />00 N <br />O (D <br />0 <br />Rf <br />APPLIED TO EITHER - IF LATERAL RESTRAINT MUST BE � <br />SIDE OF WEBS MADE OF MORE THAN ONE PIECE, N <br />DO SO WITH OVERLAPPING <br />BRACES LIKE THIS (TYP <br />EVER)fHERE) <br />W <br />J Q <br />L N J tds <br />true design st0)udios <br />Z <br />TRUSSES NEEDING BRACING 0 <br />— - _ - U) <br />U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). 00 <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. W 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. <br />4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO).+�+�0�� <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />9ON' <br />> i r <br />m AW4 <br />T6" MAX <br />T" MAX <br />16" MAX <br />=6" MAX <br />=" MA. <br />t6" MA <br />CONTINUOUS LATERAL RESTRAINT WEB � <br />BRACE SUBSTITUTE <br />w <br />WEBSPECIFIED I ALORRNATESCAg BRACING <br />� <br />SIZE CLR <br />Q <br />2x4 1 ROW 2x46 (1)2x4 <br />U <br />2x4 2 ROWS 2x6 (2)2x4' <br />Z <br />T-BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. <br />-- 1- - —� - - <br />2x6 1 ROW 2x4 (1)2x6 <br />LLI <br />2x6 2 ROWS 2x6 (2)2x4' <br />0 <br />2x8 1 ROW 2x6 (1)2x8 <br />W <br />2x8 2 ROWS 2x6 (2)2x6" <br />L-BRACE FASTENED TO <br />0 <br />WEB W/ 10d AT 6" O.C. <br />� <br />SINGLE TRUSS BRACING <br />d>= <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />t` <br />- SCAB BRACE FASTENED TO <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />rn <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />WEB W/ 10d AT 6" O.C. <br />W <br />(2) BRACES ARE <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />Z <br />W <br />REQUIRED, APPLY (1) BRACE <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />(n <br />U_ <br />{ TO EACH FACE OF WEB. <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />W <br />GRADE AS WEB TO BE BRACED. <br />BOND BEAM <br />REINFORCEMENT <br />w (SEE WALL SECTION) <br />J <br />o - - <br />= FILL SOLID TO BOND BEAM <br />U <br />U) — <br />w <br />v) <br />I° �J <br />8 F - # r DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />i <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />�7 <br />8U8 <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 />w <br />w <br />U) <br />Z <br />�, Z W <br />LU O w <br />Cr <br />LU Q Q <br />w O <br />Z <br />w W o <br />o <br />� � Lu <br />0 W Uj <br />O w X <br />LL U. <br />Z Q � <br />O Z <br />BOND BEAM O <br />REINFORCEMENT < <br />(SEE WALL SECTION) O �— <br />^ Z <br />I�L <br />FILL SOLID TO BOND BEAM <br />O a <br />U LL <br />Q <br />LINTEL REINFORCEMENT —i <br />w ABBOTT PARK Q <br />LL. LOT 020-02 0 <br />8 F -1 # -• DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />W <br />U <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 />Q O <br />PROJECT NO <br />w <br />8" PRECAST LINTEL. SEE PLAN. <br />O <br />2021.006625 <br />LL <br />8F-1-# <br />Z <br />v <br />-- <br />DRAWN: <br />KME <br />O <br />o <br />Lli <br />CHKD'. <br />L0 <br />X <br />MJP <br />U) <br />W <br />d <br />_j <br />Q <br />Q <br />U <br />Q <br />`II/111111//�� <br />NO <br />(n <br />00 <br />.......... <br />�•'�,� E S'�c•R '�� <br />Z <br />� No 85166 <br />W <br />Z <br />= <br />DopuSigned by: <br />C��iloQ�EF43j.j <br />W <br />.13 <br />i O. <br />i ' <br />0 <br />Z <br />'� FS p R �.O • ;. <br />�40'418,oNA <br />Z <br />U) <br />- <br />rllllll <br />O <br />05-17-2021 <br />0 <br />F_ <br />w <br />U <br />REVISIONS: <br />LLI <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w <br />� J <br />a <br />O — - -- Z <br />Z U O � <br />w <br />LU ST=6 <br />IZ <br />CMUIMETAL CONNECTOR ENGINEERING <br />