Laserfiche WebLink
)ocuSign Envelope ID: B403F602-5BE3-4C26-8ECA-153BOD7D413C <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 />1 Od 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 <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 />/ HGAM 10) <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 />ROOF DECK <br />ROOF TRUSS <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />OR RAFTER <br />CLIP TO GABLE TOP CHORD WITH <br />(1)H2.5Tw/(10)8dx1'%" <br />UPLIFT CONNECTION PER — <br />2x4 N0.2 SYP BLOCKING BETWEEN <br />TYPICAL WALL SECTION <br />OUTLOOKERS. FASTEN EACH <br />BLOCK TO ROOF DECK WITH 8d <br />r SUB FASCIA <br />COMMON @ 3" O.C. <br />�. <br />GABLE TRUSS <br />•• <br />.•` <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />WALL SHEATHING PER PLAN <br />PLAN. SEE TABLE 2; <br />°• MOISTURE BARRIER <br />SHEET ST-1 (PORCH <br />BY OTHERS <br />CEILING BOARD) <br />MASONRY LINTEL <br />L OR T CE VERTICAL <br />PER PAN <br />REINFORCEMENT PER <br />TRUSSNGINEERING <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />MOISTURE BARRIER SHALL BE <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PROVIDED BETWEEN MASONRY <br />PORCHES UNLESS NOTED OTHERWISE) <br />AND ALL UNTREATED LUMBER <br />GABLE TRUSS TO BOND BEAM W/ <br />META20 @ 48" O.C. W/ MIN (7) 1Od x 1 <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />— — ZD <br />BOND BEAM BOND BEAM <br />REINFORCEMENT REINFORCEMENT <br />J (SEE WALL SECTION) UJ (SEE WALL SECTION) <br />0 <br />FILL SOLID TO BOND BEAM = FILL SOLID TO BOND BEAM <br />U) U) <br />w w <br />w w <br />LINTEL REINFORCEMENT <br />° <br />8 F - #}— 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 />sus <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />TYPICAL PRE -CAST LINTEL OPTIONS <br />8'-1" ABOVE <br />F.F.E. <br />TOP OF <br />rLOF OPENING <br />2x6x12 I <br />CENTEI <br />6-1" ABOVE <br />F.F.E. ' <br />DIA. ANCHOI <br />4'-9" ABOVE OIL <br />F.F.E. <br />2'-9" ABOVE OIL <br />F.F.E. <br />2x4 PT TOP <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 41 fi' <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 />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 />TRUSSES NEEDING BRACING <br />O <br />U <br />O <br />O O <br />APEX <br />0 N <br />O N <br />O <br />t0 <br />N <br />co ~ <br />_J <br />LI_ <br />w <br />tds <br />J true design studios N <br />Z <br />O <br />U) <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />cn <br />--- 0 Z3 <br />O <br />LATERAL BRACING - MULTIPLE TRUSSES w 0_ <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO,3 SPF OR BETTER (UNO). ~ 0 cl) <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY 041HOMON 'aCONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. O <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 p / <br />4. ALL FASTENERS SHOWN ARE. 131"x 3" LONG (UNO). m <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />I <br />_" MAX <br />�T6' MAX <br />_T6" MAX <br />_16" MAX <br />=" MAX <br />MAX <br />T-BRACE FASTENED TO <br />WEB W/ 1Od 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 />TO EACH FACE OF WEB. <br />TOP OF WALL <br />7_77 <br />w <br />CONTINUOUS LATERAL RESTRAINT WEB <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />�WHBS BER <br />SPECCIRFIED <br />SIZE <br />TLORRNATE.BRACING <br />2x4 <br />1 ROW <br />2x4 (1)2x4 <br />2x4 <br />2 ROWS <br />1 ROW <br />2x6 (2)2x4' <br />2x4 (1)2x6 <br />2x6 <br />2x6 <br />2 ROWS <br />2x6 (2)2x4" <br />2x8 <br />1 ROW <br />2x6 <br />(1)2x8 <br />2x8 <br />2 ROWS <br />2x6 <br />(2)2x6* <br />U <br />Z <br />w <br />w <br />w <br />O <br />O <br />O <br />O <br />"q- <br />ti <br />O <br />SINGLE TRUSS BRACING <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />z <br />(� <br />�++ <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />Z <br />W <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />(A <br />O <br />GRADE AS WEB TO BE BRACED. <br />co <br />� G <br />w V Q <br />w <br />VERTICAL BARS TO EXTEND TO Z <br />TOP OF WALL AS SHOWN. MIN z > Q Q <br />6" BEND INTO BOND BEAM <br />— --- - w W W o <br />r---------------- V W W <br />_- __------------- _ O <br />U <br />- - -- o Z <br />O <br /><C ❑ <br />a z <br />O a <br />U LL <br />Q <br />Abbott Park Q <br />O U <br />PRECAST LINTEL SEE J <br />PLAN Q LOT 016-01 ❑ <br />H <br />EXTEND REINFORCING TO Z Z <br />END OF PIER W/ 6" BEND TO _ <br />LAP WALL REINFORCING AS <br />SHOWN. (9 U) <br />PROJECT NO: w <br />MIN (2) SOLID FILLED & O 2021.003454 ❑ <br />REINFORCED CELLS W/ NO.5 _ U_ <br />VERT. BAR ADJACENT TO = DRAWN: Q <br />GARAGE DOOR OPENINGS. U LDG o_ <br />__ _____ O <br />NO.5 VERT. BAR IN FILLED CHKD: <br />CELL AT EACH END OF PIER X MJP <br />a <br />NO. 5 DOWEL TO MATCH EACH Q U <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING Q ,,,�ttttttt�I��I�� (/) <br />TO LAP WALL REINFORCING .� JS��N FAN/F ��, U) <br />W/ MIN 25" LAP UNLESS NOTED E <br />OTHERWISE ON DOWEL & LINTEL co•••v `SF'•. �� Z <br />PLACEMENT PLAN. MIN 6" BEND ❑(� C�d�y:� <br />AT BOTTOM. <br />w 9 <br />Z ,. <br />j! CONCRETE O '�" <br />j FOUNDATION WORK w ©��A OF ��: <br />ft <br />PER PLAN �i� ••' <br />— Z ��'�i, S/O N AL E0`� <br />it <br />7- i O 03-19-2021 ❑ <br />I I — <br />w <br />U_ REVISIONS: <br />\ \ Q \ No. -- -- <br />Description _Date Uj <br />- �— - �j J <br />0 <br />O <br />GARAGE SHEAR PIER o Z <br />= o <br />U <br />w <br />H <br />X <br />QST <br />D_ <br />Q <br />(`MII/MFTAI (`nNNF[.TnR FNrINFFRINr <br />