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Vrr ..I i • i T1Fa1.1V 11 r • !Tvirr.i, 1. I ! ii11 <br />3ocuSign Envelope ID: 3CE76BFD-2711-4B94-92E4-ACF95934EBC2 <br />TRUSSES PARALLEL TO WALL: <br />2x4 SPF (MIN) NAILER FASTENED <br />TO DBL TOP PLT W/ 10d @ 3" O.C. <br />TRUSS PERPENDICULAR TO WALL: <br />2x4 SPF (MIN) BLOCKING <br />BETWEEN EACH TRUSS. FASTEN <br />TO DBL TOP PLT W10d @ 4" O.C. <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMMQNS 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 BRAC17 <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 />.IT -BRACE" TO DIAGONAL BRACE <br />w/ 10d COMMONS @ 3" O.C. <br />w <br />J <br />0 <br />w <br />U <br />w <br />w <br />W <br />" OR THICKER CDX <br />OR OSB FASTENED TO <br />TRUSSES,RAFTERS <br />SEE TYP OR BLOCKING W/8d <br />WALL COMMONS @ 3" <br />1 EDGE, 12" FIELD. <br />TYPICAL PORCH SHEATHING DETAIL <br />THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES <br />UNLESS NOTED OTHERWISE. <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 />/ HGAM10) <br />2x4 SPF (MIN) BLOCKING <br />BETWEEN EACH TRUSS. <br />FASTENTO BEAM w/ 10d <br />@ 4" O.C. <br />UPLIFT <br />CONNECTION PER <br />TYP WALL <br />�- PORCH BEAM <br />PORCH BEAM TOP <br />(1) MSTA24 <br />POST TO SLAB: <br />ABU POST BASE ANCHOR <br />OR DTT2Z <br />(UNLESS NO <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 />)ND BEAM <br />:INFORCEMENT <br />=E WALL SECTION) <br />FILL SOLID TO BOND BEAM <br />8 F - #--a— 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 />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1-%" <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-W <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) J <br />O <br />w FILL SOLID TO BOND BEAM <br />w <br />Uj <br />' LINTEL REINFORCEMENT <br />v <br />I I <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 />8F-1-# <br />TYPICAL PRE -CAST LINTEL OPTIONS <br />8'-1" ABOVE OIL <br />F.F.E. <br />TOP OF <br />6'-1" ABOVE <br />F.F.E. <br />4'-9" ABOVE OIL <br />F.F.E. <br />ABOVE <br />F.F.E.F.F. <br />ABOVE OIL <br />F.F.E. <br />F.F. <br />TOP OF <br />CURB <br />F.F.E. <br />FLOF OPENING <br />2x6x12 I <br />CENTEI <br />" DIA. ANCHOI <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 '/2' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 '/2" x 41e' <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <br />FASTEN 2x4 NO2 SYP NAILERS <br />TO SOLID FRAMING W/ (3) <br />0.131"x3" RING SHANK AT 16" O.0 <br />RAFTER TO NAILER W/ <br />MIN (4) 8D COMMON <br />TOE NAIL <br />2x4 NO.2 SYP AT 24" O.C. <br />FASTENED TOGETHER <br />WITH (4) 8D COMMON. <br />D1 SHED ROOF DETAIL <br />PRE -CAST LINTEL <br />#5 CONT.a. <br />PER PLAN <br />v <br />(1) #5 BAR AT CORNER - <br />W/ MIN. 25" LAP N <br />Z <br />#5 CONT. —� <br />,o <br />v FILL BOTH LINTELS SOLID <br />o W/ CONTINUOUS POUR <br />v <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 />O O <br />O <br />CV <br />r O <br />APEX <br />U <br />O QD <br />CA -5� <br />CU <br />� N <br />N <br />CV <br />M <br />LL. ti <br />W <br />J <br />tds <br />J_ <br />0 true design studios j <br />Y <br />0 <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES o SUITE 100, JACKSONVILLE, FL 32211 <br />O 0 <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 W <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. M <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. 6 N <br />4. ALL FASTENERS ARE5. DES GNED PER BCSII--63, MOSTICURRENTONG EDI ION.) +D-R0 � N <br />0N <br />`a <br />_" MAX _" MAX 6'MAX <br />TRUSSES NEEDING BRACING <br />T-BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER <br />SPECIFIED <br />I ALTERNATE BRACING <br />SIZE <br />CLR <br />�T OR L SCAB <br />2x4 <br />1 ROW <br />2x4 <br />(1)2x4 <br />2x4 <br />2 ROWS <br />2x6 <br />(2)2x4* <br />2x6 <br />1 ROW <br />2x4 <br />(1)2x6 <br />2x6 <br />2 ROWS <br />2x6 <br />(2)2x4* <br />2x8 <br />1 ROW <br />2x6 <br />(1)2x8 <br />2x8 <br />2 ROWS <br />2x6 <br />(2)2x6* <br />0 <br />1 <br />a 6200 LEE VISTA BLVD, STE 400 <br />U) ORLANDO, FL 32822 <br />U P: 407-850-5200 <br />Z <br />W <br />0 <br />W <br />W <br />O <br />O <br />O <br />L-BRACE FASTENED TOCID <br />WEB W/ 10d AT 6" O.C. <br />SINGLE TRUSS BRACING <br />ti <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL O <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN Z <br />SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />WEB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR � <br />IF (2) BRACES ARE U1 1 j <br />REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. W <br />_" MAX <br />_" MAX <br />_" MAX TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND Z <br />GRADE AS WEB TO BE BRACED (n <br />co 30 <br />z W <br />W 0 O cn <br />W <br />Z <br />VERTICAL BARS TO EXTEND TO Z CO <br />TOP OF WALL AS SHOWN. MIN W > O <br />6" BEND INTO BOND BEAM Q W Q <br />TOP OF WALL 0 <br />o J <br />-}---�---f--------------------- Q III <br />J N� W Q_ <br />LL 1..` I I I <br />0 LL <br />I I I <br />- <br />-- i= - <br />I <br />I <br />This item has been electronically <br />I <br />O <br />signed and sealed by Justin M Lanier, <br />Z <br />I— <br />PE on the date and/or time stamp <br />--�— <br />---------------------- -- <br />0 <br />shown using a digital signature. <br />Q <br />Printed copies of this document are <br />0 <br />I <br />I <br />I <br />0 <br />not considered signed and sealed <br />W <br />by a 3rd Party Certificate Authority <br />Z <br />O <br />on any IectjoO. Park <br />ADD tt <br />� <br />LJL <br />a <br />PRECAST LINTEL SEE <br />Q <br />LOT 017-01 <br />LL <br />SEE PLAN <br />I <br />I <br />PLAN <br />J <br />Z <br />Q <br />EXTEND REINFORCING TO <br />} <br />0 <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />0 <br />SHOWN. <br />O <br />PROJECT NO: <br />Q <br />MIN (2) SOLID FILLED & <br />Z <br />2021.003463 <br />z <br />j <br />I <br />I REINFORCED CELLS W/ NO.5 <br />= <br />0 <br />VERT. BAR ADJACENT TO <br />- <br />W <br />DRAWN: <br />LDG <br />W <br />-- <br />GARAGE DOOR OPENINGS. <br />I I <br />I <br />NO.5 VERT. BAR IN FILLED <br />W <br />CHKD: <br />MJP <br />0 <br />LL <br />CELL AT EACH END OF PIER <br />d <br />0 <br />I <br />I <br />Q <br />o <br />i' <br />i <br />NO. 5 DOWEL TO MATCH EACH <br />x <br />x <br />t� <br />SOLID FILLED & REINFORCED <br />l <br />CELL EXTENDING FROM FOOTING <br />m <br />,����kitl111r11"�i <br />Lq/�� ���� <br />W <br />TO LAP WALL REINFORCING <br />`��� S(IN <br />J.*,......•• <br />'9 ��� <br />J <br />W/ MIN 25" LAP UNLESS NOTED <br />0 <br />��� ,• �C E N S <br />Q <br />OTHERWISE ON DOWEL & LINTEL <br />W <br />�. Fes'•, <br />I <br />PLACEMENT PLAN. MIN 6" BEND <br />AT BOTTOM. <br />Z <br />NO 85166 •: : <br />U) <br />II <br />W <br />O <br />= * - <br />0 <br />Z_ <br />CONCRETE <br />�3•; STATE OF :•44/ <br />FOUNDATION WORK Q 0 <br />TOP OF FINISH I PER PLAN Z �� T•• 'c P,•' �� Q <br />FLOOR SLAB ii��••' O R) �•• ����� <br />O111;1PZ/0NM- <br />* <br />~ 03-18-2021 0 <br />/ I ---------------------------- 7 <br />I- Z <br />/ I U <br />\ I Q REVISIONS: <br />� I I <br />\ \ <br />L No. Description Date <br />------------- / / / - — W <br />} L0 <br />0 W <br />O 2 <br />O W <br />Z J <br />GARAGE SHEAR PIER W <br />x 0 <br />ST=6 0 <br />Z <br />CMU/METAL CONNECTOR ENGINE RINGa <br />