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)ocuSign Envelope ID: 02EF4F4B-72E3-4D3D-A7C5-D7C8E187B486 <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE FASTEN ROOF DECK TO <br />OR FLATWISE) FRAMING @ 3" O.C. ON <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING EDGE, 6" O.C. IN FIELD <br />BETWEEN TRUSS TOP CHORDS W/ WITH RSRS-01 <br />(3) 10d COMMQNS EACH END ROOF DECK <br />2x4 SYP OUTRIGGER @ 24" O.C. <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 OUTLOOKERS. FASTEN EACH <br />EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d <br />FASTEN 2x6 N0.2 SYP NON -DROPPED GABLE COMMON @ 3" O.C. <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) GABLE TRUSS <br />• 10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BRAC , <br />SEE PLAN 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 />8'-0" OR AS SHOWN ON PLAN - 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 />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR �� 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/ HGAMMV <br />B3 1) MAX. TRUSS SPACING = 24" O.C. 20 <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 />BOND BEAM BOND BEAM <br />REINFORCEMENT REINFORCEMENT <br />J (SEE WALL SECTION) uj (SEE WALL SECTION) <br />D <br />o _ o <br />w FILL SOLID TO BOND BEAM w FILL SOLID TO BOND BEAM <br />U U <br />w � <br />LINTEL REINFORCEMENT <br />8 F - # -a ---- DEPTH OF LINTEL 8 F -1 - #-+--DEPTH OF LINTEL ASSEMBLY "d" <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY #5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />8" PRECAST LINTEL. SEE PLAN. BEARING AT EACH END <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />8F-# 8F-1-# <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />O O <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />sus <br />TYPICAL PRE -CAST LINTEL OPTIONS <br />t <br />MOISTURE BARRIER <br />BY OTHERS '( <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />TYPICAL PORCH <br />CEILING BOARD PER <br />PLAN. SEE TABLE 2; <br />SHEET ST-1 (PORCH <br />CEILING BOARD) <br />U.- <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />8'-1" ABOVE <br />F.F.E. <br />TOP OF <br />GARAGE DOOR Y <br />6'-1" ABOVE <br />F.F.E. <br />4'-9" ABOVE <br />F.F.E <br />ABOVE <br />F.F. <br />F.F.E. <br />Fm- <br />ILOF OPENING <br />2x6x12 PT <br />CENTER BUCK <br />" DIA. ANCHOR <br />2x4 PT TOP BUCK <br />2x6 PT BUCK EACH SIDE OF OPENING <br />- PROVIDE (5) %" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 '/V <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 '/2' x 4,s' <br />0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. <br />F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />TOP OF <br />CURB <br />F.F.E. <br />GARAGE DOOR JAMB DETAIL <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />a <br />o <br />g <br />io <br />N <br />Z <br />D <br />— PRE -CAST LINTEL <br />PER PLAN <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 />— 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 />J <br />E <br />0 <br />Amf*4\ <br />U <br />j Ocy <br />O <br />N <br />N � <br />0 <br />;5 <br />C\Iq <br />OR <br />0 <br />(I) <br />o <br />a7 <br />15� <br />W <br />N <br />04 <br />(0 <br />J <br />MUST BE LL <br />iNE PIECE, _tds <br />J <br />� <br />ING <br />J-6 <br />, <br />true design studios <br />N <br />z <br />O <br />V <br />U <br />Q <br />9000 REGENCY SQUARE BLVD. ' <br />SUITE 100, JACKSONVILLE, FL 32211 <br />TRUSSES NEEDING BRACING � <br />- - ----- - <br />o 4- <br />LATERAL BRACING - MULTIPLE TRUSSESco <br />W <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY 014HOMON, <br />Z3 <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. N <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS p <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. s } <br />4. ALL FASTENERS SHOWN ARE. 131" x 3" LONG (UNO). <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />W 1 <br />_" MAX <br />=" MAX <br />]6" MAX <br />'MAX <br />MAX <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE } N <br />WEBSIZE BER� SPECCIRIED TLOTRRNATESCAB BRACING W <br />2x4 1 ROW 2x4 (1)2x4 W <br />2x4 2 ROWS 2x6 (2)2x4' <br />T-BRACE FASTENED TO --- <br />WEB W/ 10d AT 6" O.C. 2x6 1 ROW 2x4 (1)2x6 O <br />2x6 2 ROWS 2x6 (2)2x4` � <br />2x8 1 ROW 2x6 (1)2x8 <br />2x8 2 ROWS 2x6 (2)2x6" I <br />L-BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. <br />SINGLE TRUSS BRACING z0 C) <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL W <br />SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN (n Fm < <br />WEB W/ 10d AT 6" O.C. ALTERNATIVE WEB BRACING METHOD IS DESIRED. Z w <br />"IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR _ <br />REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) W <br />TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND O w <br />GRADE AS WEB TO BE BRACED. <br />L <br />LU <br />w Q O <br />VERTICAL BARS TO EXTEND TO z <br />TOP OF WALL AS SHOWN. MIN 5 > Q Q <br />6" BEND INTO BOND BEAM z <br />TOP OF WALL W W W 0 <br />W <br />Uj <br />- - -1-- —h — - — _ W r- <br />w U. <br />-- - -- - -- o Q z <br />~ ° <br />} -- - 4 0 <br />O <br />a z <br />-------------------------- w <br />O n <br />U LL <br />Q w <br />L -- Abbott Park -' <br />1 Q <br />O _ U <br />J PRECAST LINTEL SEE J <br />- PLAN < LOT 018-02 0 <br />\ Q _ w <br />i EXTEND REINFORCING TO Z Z <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS } 0 <br />U) <br />SHOWN. 0 PROJECT NO, w <br />— -. MIN (2) SOLID FILLED & O 2021.006633 0 <br />REINFORCED CELLS W/ NO.5 _ LL <br />VERT. BAR ADJACENT TO z DRAWN: O <br />— -�I GARAGE DOOR OPENINGS. U JAR <br />-- c <br />LU <br />CD <br />NO.5 VERT. BAR IN FILLED CHKD: <br />CELL AT EACH END OF PIER X MJP U) <br />a J <br />NO. 5 DOWEL TO MATCH EACH Q Q <br />SOLID FILLED & REINFORCED x U <br />{i CELL EXTENDING FROM FOOTING U) <br />TO LAP WALL REINFORCING �.SHIN LANs <br />W/ MIN 25" LAP UNLESS NOTED ,��� ��••*C,E N, • F9 �� <br />-- OTHERWISE ON DOWEL & LINTEL Q ; ' F Z <br />PLACEMENT PLAN. MIN 6" BEND �" No 85166 <br />AT BOTTOM. W * : • k = <br />z --DoyuSigned by: <br />CONCRETE O <br />j FOUNDATION WORK W : �'.• �a�ioQt�EFaa /.�.: <br />1 -- PER PLAN 40 Al� O P ,• \�� U' <br />Q ��` �'• •. R C? �� z <br />- --- -- z ,SS;ONA`%%%% - (/) r�ttttttt <br />I I I <br />05 <br />O -18-2021 p <br />------ --------------- - — <br />W <br />i I i <br />I I I <br />U REVISIONS: Lij <br />\ w- <br />_ No. Description Date w <br />i— - --- U <br />GARAGE SHEAR PIER ? - - -- - j - o <br />U 0 <br />w <br />H <br />X <br />w S T j ro <br />CMU/METAL CONNECTOR ENGINEERINGa <br />