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3ocuSign Envelope ID: 9B33A170-0A27-4470-819D-9FEBF6D1A704 <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 <br />NS EACH END ROOF DECK,,-\ <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />_ <br />(1)H2.5Tw/(10)8dx1 %" <br />ifsF <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 BRA <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 BFACE VERTICAL <br />MENT PER <br />REINFOFINEERING <br />TRUSS <br />FASTEN 2x6 NO.2 SYP <br />"T-BRACE" TO DIAGONAL BRACE <br />lo <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 />GABLE TRUSS TO BOND BEAM W/ <br />META20 @ 48" O.C. W/ MIN (7) 10d x 1 '/2" <br />- <br />- <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR <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 />1) MAX. TRUSS SPACING = 24" O.C. <br />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 />REINFORCEMENT <br />w (SEE WALL SECTION) <br />o - <br />w FILL SOLID TO BOND BEAM <br />U <br />w <br />w <br />`o <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 />BEAM MAY BE FILLED OR <br />UNFILLED <br />° sus ° <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />w <br />J <br />M <br />0 <br />w <br />U <br />w <br />w <br />co <br />P <br />AD BEAM <br />:INFORCEMENT <br />EE WALL SECTION) <br />FILL SOLID TO BOND BEAM <br />LINTEL REINFORCEMENT <br />8 F -1 - #--- DEPTH OF LINTEL ASSEMIA.Y "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 />8F-1-# <br />TYPICAL PRE -CAST LINTEL OPTIONS <br />O <br />U <br />0 <br />(1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO <br />> <br />cy <br />OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT <br />N <br />O <br />APPROXIMATE 45° ANGLE TO NO LESS THAN (3) TRUSSES. <br />`~ <br />A PEX <br />ROOF DECK <br />ROOF TRUSS <br />CONTINUOUS LATERAL RESTRAINT <br />000 <br />0) <br />OR RAFTER <br />(CLR). QUANTITY AND LOCATION <br />d <br />ix <br />DEFINED BY TRUSS SHOP DRAWING. <br />0 <br />CU <br />, <br />CO <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />v r <br />SUB FASCIA <br />CV <br />M <br />APPLIED TO EITHER - IF LATERAL RESTRAINT MUST BE <br />SIDE OF WEBS MADE OF MORE THAN ONE PIECE, <br />LL <br />W <br />td <br />DO SO WITH OVERLAPPING <br />J <br />MOISTURE BARRIER TYPICAL PORCH <br />BRACES LIKE THIS (TYP <br />N <br />BY OTHERS CEILING BOARD PER <br />��'� <br />EVER HERE) <br />true design studios <br />- PLAN. SEE TABLE 2; °! <br />MOISTURE BARRIER <br />Z <br />SHEET ST-1 (PORCH - — <br />BY OTHERS <br />O <br />- CEILING BOARD) <br />U) <br />MASONRY LINTEL <br />Y <br />U <br />9000 REGENCY SQUARE BLVD. <br />PER PLAN <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />TRUSSES NEEDING BRACING <br />cn <br />O <br />TYPICAL PORCH SHEATHING DETAIL <br />O <br />� <br />AT MASONRY EXTERIOR WALL <br />LATERAL BRACING - MULTIPLE TRUSSES <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />W <br />PORCHES UNLESS NOTED OTHERWISE) <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />? <br />9 <br />cn <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />IRIHOMN <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />Cr] <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />[j <br />L <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />> <br />4. ALL FASTENERS SHOWN ARE, 131" x 3" LONG (UNO). <br />J <br />;t/�r'j►�r, <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />00 <br />8'-1" ABOVE OIL <br />F.F.E. <br />1r.1i.>> <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 />— _F� <br />2x6x12 <br />CENTEI <br />48' DIA. ANCHOI <br />2x4 PT TOP.,,,.,,. <br />(LOF OPENING <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) �" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 '/2" x 41e' <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 />v > o <br />J <br />in <br />cV <br />z <br />2 <br />PRE -CAST 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 />_T6 - 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 />=6" MAX TO EACH FACE OF WEB. <br />W <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />U) <br />N <br />MEMBER SPECIFIED T_ORRNATESCAB BRACING <br />t-SIZE <br />W <br />2x4 - 1 ROW 2x4 (1)2x4 <br />0 <br />W <br />2x4 2 ROWS 2x6 (2)2x4' <br />2x6 1 ROW 2x4 (1)2x6 <br />O <br />2x6 2 ROWS 2x6 (2)2x4` <br />O <br />2x8 1 ROW 2x6 (1)2x8 <br />2x8 _ J 2 ROWS _ 2x6 _ (2)2x6• j <br />z <br />LO <br />SINGLE TRUSS BRACING <br />Z <br />0 <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 />U <br />W <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />W <br />Z <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 />U) <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />GRADE AS WEB TO BE BRACED. <br />m <br />W F— <br />LU <br />V <br />VERTICAL BARS TO EXTEND TO Z < O <br />TOP OF WALL AS SHOWN. MIN > Q Q <br />L 6" BEND INTO BOND BEAM <br />Uj Q W W � <br />V W W <br />O X <br />LL LL <br />0 0 <br />a o <br />w w <br />a z <br />O a- <br />U W <br />Abbott Park J <br />O U <br />INTEL SEE � LOT 018-01 0 <br />Q W <br />INFORCING TO Z Z <br />ER W/ 6" BEND TO <br />REINFORCING AS (0 <br />OPROJECT NO: <br />_ID FILLED & 1 2021.003465 <br />ED CELLS W/ NO.5 _ W <br />ADJACENT TO Z DRAWN O <br />OOR OPENINGS . U LDG o <br />BAR IN FILLED fw-' CHKD: LO <br />%CH END OF PIER x M.IP <br />w w <br />a <br />EL TO MATCH EACH Q Q <br />ED & REINFORCED X U <br />NDING FROM FOOTING Q � U) <br />LL REINFORCING �.���IN LA/Vj �''., U) <br />LAP UNLESS NOTED } ��� JJ • C E nj •' F9 ��i 0 <br />E ON DOWEL & LINTEL m •�.� `SF''•• Z <br />T PLAN. MIN 6" BENDpcgglet� <br />•• j STATE OF .' 141 <br />)NWORK w i0•'. 4(/ * <br />' 3F04�71439. <br />Z sItw*`ONA'�\ <br />_ <br />O_ 03-19-2021 <br />F- W <br />v REVISIONS: w <br />U_ 2 <br />Q No. Description Date <br />(n J <br />Q <br />0 0 <br />GARAGE SHEAR PIER ? o <br />U 0 <br />U,x <br />W <br />T=6 <br />1 a <br />rMIIIMFTAI rnNNF:rTOP FNr.INFFRINr. <br />