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DocuSign Envelope ID: 397A79BA-2751-4360-93B9-F35DE91D43F4 <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 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 BRAG 7 <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 />SEE TYP <br />WALL <br />EDGE, 12" FIELD. <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 />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 DEC <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 />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) 8d x 1-'W <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 />MOISTURE BARRIER BETWEEN MASONRY <br />AND NON -PT LUMBER BY OTHERS <br />GABLE ANGLE BRACING DETAIL (W/ HGAM10) <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/ 9" OR LESS OVERHANGS. <br />BOND BEAM <br />REINFORCEMENT <br />u <br />(SEE WALL SECTION) J <br />0 <br />= <br />� <br />FILL SOLID TO BOND BEAM = <br />� <br />U) <br />w <br />w <br />0 8 F - #— DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />i <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />8L18 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL, SEE PLAN, <br />8U8 <br />2021 V1.0 <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />FILL SOLID TO BOND BEAM <br />LINTEL REINFORCEMENT <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 <br />F. F. E. <br />TOP OF <br />GARAGE DOOR <br />6-1" ABOVE <br />F.F.E. <br />4'-9" ABOVE OIL <br />F.F.E. <br />2'-9" ABOVE OIL <br />F. F. E. 1-7 <br />0'-9" ABOVE <br />F.F.E. <br />TOP OF <br />CURB <br />F.F.E. <br />91 <br />(LOF OPENING <br />2x6x12 <br />CENTEI <br />DIA. ANCHO'. <br />2x4 PT TOP <br />2x6 PT BUCK EACH SIDE OF OPENING <br />- PROVIDE (5) �," DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 %" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 %" x 416" <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <br />FASTEN 2x4 NO.2 SYP NAILERS <br />TO SOLID FRAMING W/ (3) <br />0.131"x3" RING SHANKAT 16" O.0 <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <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 />a <br />Cn <br />N <br />z <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 />LATERAL BRACING - MULTIPLE TRUSSES SUITE 100,JACKSONVILLE,FL32211; <br />O 0 <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). T_ _0 <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY H <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS ❑ ������so��o��000m��o�o�oo��� _ <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. c/) cn <br />4. ALL FASTENERS SHOWN ARE. 131" x 3" LONG (UNO). (D <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. 041HO190N <br />a) <br />T' 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 />_T6" MAX TO EACH FACE OF WEB. <br />TOP OF WALL <br />SEE <br />TOP OF FINISH <br />FLOOR SLAB <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED I ALTERNATE BRACING <br />SIZE CLR <br />T OR L <br />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 />J \ <br />coa , f <br />pp <br />ee aLLI <br />a <br />D <br />0 6200 LEE VISTA BLVD, STE 400 <br />Cn ORLANDO, FL 32822 <br />U P: 407-850-5200 <br />Z <br />W <br />W <br />O <br />O <br />O <br />O <br />ti <br />SINGLE TRUSS BRACING <br />ti <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL 0 <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN Z <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. W uj <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND Z <br />GRADE AS WEB TO BE BRACED. <br />z W <br />m <br />o o� <br />W <br />W j <br />Z � r <br />VERTICAL BARS TO EXTEND TO Z < O <br />TOP OF WALL AS SHOWN. MIN W <br />6" BEND INTO BOND BEAM a W Q <br />❑ w <br />O LLJ 0 w _ <br />M a <br />LL li ❑ <br />Z LL uj <br />I I � O T':.`,is ;.e?i i `.?���;; .2•.'.€' �€,itztiiy C <br />< a3 s-....r.. y ,':. ti p NA .....r:• <br />,-A <br />mt�— <br />1 O and the sic;, ,. y€; .st... ver fed Z <br />a <br />W <br />I <br />o Z <br />Abbott Park Df <br />L d <br />PRECAST LINTEL SEE a LL <br />PLAN v LOT 031-03 w <br />I <br />Z Q <br />EXTEND REINFORCING TO } cC ) <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS 0 ❑ <br />SHOWN. w <br />0 PROJECT NO: <br />MIN (2) SOLID FILLED & Z 2021.009239 Z <br />I <br />REINFORCED CELLS W/ NO.5 = (D <br />j VERT. BAR ADJACENT TO W DRAWN: <br />GARAGE DOOR OPENINGS. I-_ CD w <br />i NO.5 VERT. BAR IN FILLED W CHKD: LL <br />CELL AT EACH END OF PIER 0- MJ P O <br />0 I <br />NO. 5 DOWEL TO MATCH EACH Q O <br />LO <br />SOLID FILLED & REINFORCED —:1 .�►►►►���rlrrrCELL r <br />l TO LAP WALLDING FROM REINFORCING OTING m `��.�JS�(1N, LgN��!�j�� w <br />W/ MIN 25" LAP UNLESS NOTED ❑ �, �'•,• <br />I V <br />II��.•'�GENS'•'4 �� Q <br />OTHERWISE ON DOWEL & LINTEL W i <br />II II Z No 85166 = u <br />PLACEMENT PLAN. MIN 6" BEND ., <br />DocuSigned by: •• �- r <br />AT BOTTOM. <br />0� �4r:. <br />j l CONCRETE W : 4�IDAC�E435...•: 441 Z <br />FOUNDATION WORK Q ©,�'••A, p •'�/� <br />PER PLAN Z s • l Q F{ 1 �.••��,�� Q <br />0 <br />0 <br />— 07-29-2021 Q <br />-------------------- I— Z <br />\\ I I <br />I I I U <br />\ ' REVISIONS: a <br />\ I I I \ \ Q fl� <br />\\ <br />� - \ - \ \ No. Description Date <br />------------- / / / w <br />V <br />CD w <br />\ \ \ \ \ 0 = <br />J �-- <br />Z W <br />J <br />GARAGE SHEAR PIER W co <br />I-- <br />x 0 <br />0 <br />0- Z <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />