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)ocuSign Envelope ID: BA90027F-306F-48B1-A537-1FF164EA6312 <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 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 DEC <br />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON EDGE, <br />6" O.C. IN FIELD WITH 8d <br />RINGSHANKS I <br />PROVIDE PANEL —' <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />)ORAS <br />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR <br />FROM DIAGONAL BRACE TO CMU <br />MOISTURE BARRIER BETWEEN MASONRY IA- <br />AND NON -PT LUMBER BY OTHERS <br />GABLE ANGLE BRACING DETAIL (W/ HGAM 10 <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/ 12" OR LESS OVERHANGS. <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1)H2.5Tw/(10)8dx1'h" <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 />ROOF DECK <br />ROOFTRUSS <br />OR RAFTER <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />\ I• SUB FASCIA <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <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 />8'-1"ABOVE <br />F.F.E. <br />TOP OF <br />GARAGE DOOR Y <br />6-1" ABOVE <br />F.F.E. <br />F. ABOVE <br />F <br />F.F.E. <br />2'-9" ABOV� _ <br />F.F.E. <br />q.OF 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) 48" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 %" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />0'-9" ABOV" <br />EACH SIDE OF DOOR. PROVIDE 1 %" x 41 fi' <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 DOOR JAMB DETAIL <br />17 <br />BOND BEAM BOND BEAM ti <br />REINFORCEMENT REINFORCEMENT <br />TO- <br />UJ __ (SEE WALL SECTION) w (SEE WALL SECTION) <br />0 0 #5 CONT. PRE -CAST LINTEL <br />PER PLAN <br />= FILL SOLID TO BOND BEAM = FILL SOLID TO BOND BEAM o <br />uvi cUn (1) #5 BAR AT CORNER J <br />W/ MIN. 25" LAP N <br />L w z <br />LINTEL REINFORCEMENT <br />"v a <br />#5 CONT. <br />8 F - # . DEPTH OF LINTEL 8 F -1 #—DEPTH OF LINTEL ASSEMBLY "d" - - - FILL BOTH LINTELS SOLID <br />ASSEMBLY "d" <br />-- W/ CONTINUOUS POUR <br />GROUT FILLED LINTEL ASSEMBLY #5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND A=� <br />8" PRECAST LINTEL. SEE PLAN. BEARING AT EACH END <br />GROUT FILLED LINTEL ASSEMBLY PRE -CAST LINTEL PER PLAN -- MITER -CUT LINTELS AT CORNER, <br />8" PRECAST LINTEL. SEE PLAN. CORNER TO BE TEMPORARILY <br />SHORED FOR MIN (7) DAYS <br />8F—# 8F-1—# LINTEL REINFORCING AT CORNER <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />° ° 8U8 <br />~ LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />TYPICAL PRE —CAST LINTEL OPTIONS <br />T„ MAX <br />T„ MAX <br />j6„ <br />T M <br />_T6„ MAX <br />_16„ <br />TRUSSES NEEDING BRACING <br />O <br />cr <br />O <br />O p <br />APEX <br />co <br />O N <br />O <br />N <br />M Zz <br />W tds J Q <br />J � <br />true design studios <br />0 <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 vi <br />-� O <br />- O <br />O <br />LATERAL BRACING — MULTIPLE TRUSSES w cy <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). j '02. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY 11HOMON <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. W a) <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. > • j <br />4. ALL FASTENERS SHOWN ARE. 131" x 3" LONG (UNO). 00 <br />5. DESIGNED PER BCSI-63, 2007. w <br />W �.. <br />Q ;~ <br />CONTINUOUS LATERAL RESTRAINT WEB <br />AAX BRACE SUBSTITUTE } N <br />WEB MEMBER SPECIFIED ALTERNATE BRACING U <br />SIZE \\ CLRT OR L SCAB W <br />2x4 1 ROW 2x4 (1)2x4 <br />2x4 2 ROWS 2x6 (2)2x4* I W <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 />C2x8 1 ROW 2x6 (1)2x8 0) <br />2x8 2 ROWS 2x6 (2)2x6* <br />L-BRACE FASTENED TO LO z <br />WEB W/ 10d AT 6" O.C. <br />SINGLE TRUSS BRACING Z0 U) <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 (jj MM <br />WEB W/ 10d AT 6" O.C. ALTERNATIVE WEB BRACING METHOD IS DESIRED. Z <br />W W <br />(2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR _ ' ' 1 <br />REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) z W <br />AAX TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND m O <br />GRADE AS WEB TO BE BRACED. <br />TOP OF WALL <br />I I <br />I <br />I � I <br />I - <br />SEE PLAN — <br />TOP OF FINISH <br />FLOOR SLAB <br />w <br />w <br />W <br />VERTICAL BARS TO EXTEND TO Z O <br />TOP WALL AS SHOWN. MIN W > Q Q <br />6" BEND INTO BOND BEAM <br />-------- ---- --- o J W <br />o d, w <br />x <br />Ir- <br />Z Q <br />- 0 ZO <br />\- J LU <br />- - d Z <br />ry <br />Q LL <br />p W <br />Abbott Park Q <br />PRECACr LINTEL SEE O 0 <br />PLAN U- LOT 008-02 _ w <br />H <br />EXTEND REINFORCING TO Z <br />END OF PIER W/ 6" BEND TO Z <br />LAP WALL REINFORCING AS <br />SHOWN. (� w <br />MIN (2) SOLID FILLED & O PROJECT N0: 2020.004112 W <br />REINFORCED CELLS W/ NO.5 W <br />VERT. BAR ADJACENT TO = DRAWN: <br />GARAGE DOOR OPENINGS. U KG <br />_ O <br />NO.5 VERT. BAR IN FILLED CHKD: <br />CELL AT EACH END OF PIER x EAF <br />W W <br />a J <br />NO. 5 DOWEL TO MATCH EACH Q tJ1y�11fill, Q <br />SOLID FILLED & REINFORCED x ♦`�,K B MU�y'1•,, U <br />, CELL EXTENDING FROM FOOTING Q �� Q.� •.••••••.•'7.�j1 �i� <br />TO LAP WALL REINFORCING �i 0�:•••�C E N S • 9L- �i � <br />W/ MIN 25" LAP UNLESS NOTED y ®n�'� ML: Z <br />OTHERWISE ON DOWEL & LINTEL "'77 <br />PLACEMENT PLAN. MIN 6" BEND Wft <br />AT BOTTOM. - <br />Z <br />- <br />w. <br />f STATIE-OF4/1 <br />CONCRETE O ,, •, A <br />FOUNDATION WORK W �i� . • p��? - 4437.c� <br />PER PLAN SSi O •...••�`j, 0 <br />Z <br />�- -- U) <br />� I <br />o O6/02/2020 <br />w <br />v REVISIONS: w <br />ILL // / / Q No. Description Date <br />Lij <br />CO <br />0 <br />1 0 <br />GARAGE SHEAR PIER 0 <br />7- ---- -- Z <br />_ 0 <br />� o <br />w <br />I— <br />x <br />w ST 6 <br />a <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />