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7ocuSign Envelope ID: 8F9375B4-3CE8-449F-93B2-A45E8DE771E0 <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMMONS 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 BRACT <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 <br />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 />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1)H2.5Tw/(10)8dx1'%" <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 %" <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 />BOND BEAM <br />0-4 REINFORCEMENT <br />J (SEE WALL SECTION) <br />0 <br />uJ FILL SOLID TO BOND BEAM <br />U <br />w <br />eo N •• <br />0 0 <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 />77 BEAM MAY BE FILLED OR <br />UNFILLED <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />sus <br />BOND BEAM <br />REINFORCEMENT <br />J (SEE WALL SECTION) <br />Z <br />0 <br />uJ FILL SOLID TO BOND BEAM <br />UUi - <br />w <br />U LINTEL REINFORCEMENT <br />eo Y°•. <br />o ° <br />8 F -1 - # + DEPTH OF LINTEL ASSEMBLY "d" <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />BEARING AT EACH END <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />88 F1-# <br />TYPICAL PRE -CAST LINTEL OPTIONS <br />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />�T r --SUB FASCIA <br />MOISTURE BARRIER TYPICAL PORCH ;. r <br />BY OTHERS CEILING BOARD PER JI <br />PLAN. SEE TABLE 2; MOISTURE BARRIER <br />_ SHEET ST-1 (PORCH BY OTHERS <br />CEILING BOARD) <br />MASONRY LINTEL <br />• PER PLAN <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />F.F. ABOVE <br />F.F.E. <br />ICehI019 <br />GARAGE DOOR <br />6-1" ABOVE <br />F.F.E. <br />ABOVE <br />F.F.E.F.F. <br />F. F. <br />ABOVE <br />F.F.E. <br />(LOF OPENING <br />2x6x12 <br />CENTEI <br />48" DIA. ANCHO <br />2x4 PT TOP -­1 <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 48" 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 '/2' x 4,6' <br />0'4" 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 />0 <br />PRE -CAST LINTEL <br />PER PLAN <br />D- <br />g <br />N <br />z <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 />E <br />O <br />U <br />(1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO > C:)p <br />OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT N N O <br />APPROXIMATE 45° ANGLE TO NO LESS THAN (3) TRUSSES. N APEX-� <br />CONTINUOUS LATERAL IRESTRAINT II 00 <br />0 N <br />(CLR). QUANTITY AND LOCATION V0 <br />DEFINED BY TRUSS SHOP DRAWING. CD <br />� (ti <br />N <br />coI -j IIIII� <br />APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE LL <br />SIDE OF WEBS MADE OF MORE THAN ONE PIECE, LLI <br />DO SO WITH OVERLAPPING J ia� <br />BRACES LIKE THIS (TYP N <br />EVER HERE) true design studios <br />Z <br />O <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSW4VILLE, FL 32211 <br />TRUSSES NEEDING BRACING cn <br />- -- <br />I O <br />o <br />LATERAL BRACING - MULTIPLE TRUSSES w CF <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). j <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY DIR, :3 <br />IH0190N <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. a) <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. J f <br />4. ALL FASTENERS SHOWN ARE. 131" x 3" LONG (UNO). m <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. A40,4 I <br />w <br />E <br />O � <br />T„ M, <br />V-16"MAX <br />T6' MAX <br />-,G„ MAX <br />_16„ <br />�„ <br />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 />MAX TO EACH FACE OF WEB. <br />TOP OF WALL <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />cn <br />Q <br />N <br />WEB MEMBER <br />SPECIFIED <br />ALTERNATE BRACING <br />I <br />U <br />SIZE <br />CLR <br />T OR L SCAB <br />w <br />2x4 <br />1 ROW <br />2x4 <br />(1)2x4 - <br />W <br />2x4 <br />2 ROWS <br />2x6 <br />(2)2x4* <br />w <br />2x6 <br />1 ROW <br />2x4 <br />(1)2x6 <br />O <br />2x6 <br />2 ROWS <br />2x6 <br />(2)2x4* <br />c:)O <br />2x8 <br />1 ROW <br />2x6 <br />(1)2x8 <br />2x8 <br />2 ROWS <br />2x6 <br />(2)2x6' <br />z <br />V) <br />SINGLE TRUSS BRACING <br />Z <br />Q <br />U) <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />W <br />(n <br />W <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />LU <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />W <br />SCAB BRAGING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />? <br />O <br />rn <br />GRADE AS WEB TO BE BRACED. <br />m <br />`�' <br />w <br />w <br />w <br />VERTICAL BARS TO EXTEND TO z <br />TOP OF WALL AS SHOWN. MIN 0 <br />V < <br />> <br />0 <br />Q <br />6" BEND INTO BOND BEAM <br />Q <br />In w <br />Q <br />0 <br />_ <br />W <br />-111-17 <br />_ - - -- -`-------- <br />W <br />-- -- V L1J <br />-+ O <br />i X <br />L z <br />-- - O z <br />O <br />j 0 <br />w <br />O H <br />z <br />-'- � O d U LL <br />w <br />1- Abbott Park Q <br />O U <br />PRECAST LINTEL SEE U) <br />SEE PLAN-- PLAN Q _LOT 014-03 w <br />F- <br />EXTEND REINFORCING TO Z Z <br />- END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS >- <br />SHOWN. (� Cn <br />O PROJECT NO'. Q <br />MIN (2) SOLID FILLED & O 2021.006632 <br />REINFORCED CELLS W/ NO.5 <br />LL <br />-- <br />VERT. BAR ADJACENT TO Z DRAWN: O <br />GARAGE DOOR OPENINGS. U JAR o <br />NO.5 VERT. BAR IN FILLED � CHKD: u7 <br />I CELL AT EACH END OF PIER X MJ P <br />w w <br />m J <br />NO. 5 DOWEL TO MATCH EACH Q Q <br />SOLID FILLED & REINFORCED X U <br />ij CELL EXTENDING FROM FOOTING Q/� <br />TO LAP WALL REINFORCING �%�� S��N BAN/ ���� <br />W/ MIN 25" LAP UNLESS NOTED } ��� �� •' GCE N '• F9 ��� O <br />OTHERWISE ON DOWEL & LINTEL m �� •••�.� `SF•'•• Z <br />i <br />i oo <br />PLACEMENT PLAN. MIN 6" BEND L3 NO 85166 <br />AT BOTTOM. Z <br />DoejrSipned by: — 0 <br />�-3 :� <br />CONCRETE O <br />:.13 OF ZC/. <br />FOUNDATION WORK (n <br />w ♦ O • 3F4671 DAC F;.' 43e <br />TOP OF FINISH PER PLAN �� T•' 'c�� (D <br />FLOOR SLAB Q FS ' O R , • • C?� ��� Z <br />7 j O 05-18-2021 p <br />/ ---------------------------- <br />/ ~ w <br />X 0 REVISIONS: w <br />�\ \ \ \ U— I— <br />\ \ Q No. Description Date <br />0 <br />U <br />\ N, \ \ \ <br />° - --- o <br />GARAGE SHEAR PIER = z -- z <br />o <br />U <br />w <br />W <br />CMUIMETAL CONNECTOR ENGINEERIN <br />