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DocuSign Envelope ID: 3E8A6C11-0970-45B9-8A15-068DD22C82C1 <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />PLAN. SEE TABLE 2; A <br />SHEET ST-1 (PORCH -- <br />CEILING BOARD) <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />TRUSS TO TOP PLT W/ H2.5T OR RT7AT— <br />SHEATHING TO TOP PLATE- <br />W/ 8d COMMON @ 3" O.C. <br />FULLY SHEATH KNEEWALL PER TABLE 2:- <br />WOOD STRUCTURAL PANEL SHEATHING <br />REQUIREMENTS <br />MIN 2x4 NO.2 SYP PT PLATE BETWEEN <br />TRUSSES W/ (3) 10d TOENAILS EACH END & <br />MINIMUM (2h" r I x 6" EMBED DRILL AND <br />EPDXY ANCHOR W/ NUT & WASHER EACH <br />PLATE SEGMENT WITHIN 6" OF END <br />2x4 No.2 SYP PT PLATE CONTINUOUS W/ <br />x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT <br />& WASHER @ 24" O.C. <br />UPPER <br />8'-1" ABOVE Ilk <br />F.F.E. <br />ROOF DECK <br />ROOF TRUSS <br />TOP OF <br />OR RAFTER <br />GARAGE DOOR <br />6'-1" ABOVE <br />F.F.E. <br />-SUB FASCIA <br />F.F.E. <br />MOISTURE BARRIER <br />BY OTHERS <br />2'-9" ABOVE _ <br />MASONRY LINTEL F.F.E. <br />PER PLAN <br />CRICKET BY BUILDER <br />� TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 <br />SHEATHING TO PT PLATE - . IN TRUSS <br />W/ 8d COMMON @ 3" O.C. <br />i <br />�IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION <br />HEIGHT, BUILD UP PER THE FOLLOWING DETAIL <br />KWO­ <br />Q KNEEWALL OVER MASONRY <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMM NS 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 BRACtr <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 />ROOFDECK- <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 />n A !173I C A AII-%I E! oo Ar+iKir+ MCTA II <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 />,L CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1-Y2' <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 />/ 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 />rLOF OPENING <br />2x6x12 I <br />CENTEI <br />-I <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 '/i' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 Y2' x 4,s" <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. _T <br />GARAGE DOOR JAMB DETAIL <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />_ � v <br />PRE -CAST LINTEL <br />PER PLAN <br />o a <br />g <br />in <br />N <br />o <br />°f - 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 />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN, MIN <br />6" BEND INTO BOND BEAM <br />TOP OF WALL <br />I I I <br />I I I <br />I I I <br />I <br />I I I <br />I i I <br />II I <br />II I I <br />— — ---------------- <br />PRECAST LINTEL SEE <br />I I PLAN <br />SEE PLAN <br />I � I <br />I I <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />SHOWN. <br />- I <br />I I I <br />MIN (2) SOLID FILLED & <br />I i REINFORCED CELLS W/ NO.5 <br />I VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />I <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />- <br />I <br />l i I NO. 5 DOWEL TO MATCH EACH <br />I SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />l l TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN 6" BEND <br />AT BOTTOM. <br />II II II <br />I II I <br />I CONCRETE <br />I FOUNDATION WORK <br />TOP OF FINISH i. _ PER PLAN <br />FLOOR SLAB -I <br />I I I <br />7_7 \7 <br />I I I <br />I I I <br />I I <br />I <br />I I I <br />\ I I I \ \ <br />I I I <br />\\ I I I \ <br />GARAGE SHEAR PIER <br />M M M M Mo <br />(1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO <br />> <br />E <br />OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT <br />O <br />APPROXIMATE 45* ANGLE TO NO LESS THAN (3) TRUSSES. <br />N <br />(CONTINUOUS <br />LATERALRESTRAINT <br />p <br />QUANTITY AND LOCATIONAPEX <br />04 <br />DEFINED BY TRUSS SHOP DRAWING. <br />DEFT <br />C <br />I <br />N <br />U <br />0 <br />N <br />N <br />O <br />1 <br />� <br />APPLIED TO EITHER - IF LATERAL RESTRAINT MUST BE <br />SIDE OF WEBS MADE OF MORE THAN ONE PIECE, <br />N <br />DO SO WITH OVERLAPPING <br />co <br />BRACES LIKE THIS (TYP <br />JLL.EVER <br />HERE) <br />tds <br />W <br />J <br />J <br />� <br />true design studios <br />z <br />TRUSSES NEEDING BRACING <br />0 <br />T <br />U <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />q <br />SUITE100,JACKSONVILLE,FL32211 <br />� <br />0 <br />O <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />O <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />O <br />W <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />W <br />C <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. <br />4. ALL FASTENERS SHOWN ARE. 131" x 3" LONG (UNO).+�+�� <br />Dj <br />DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />a)5. <br />:D <br />T" MAX <br />T" MAX <br />T" MAX <br />T" MAX <br />-6" MAX <br />MAX <br />tk <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 />TO EACH FACE OF WEB. <br />BOND BEAM <br />REINFORCEMENT <br />W I L J" L:J (SEE WALL SECTION) <br />W FILL SOLID TO BOND BEAM <br />W <br />Cn - <br />m <br />- W <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />BSIZE BER SP BRACING <br />LIRFIED T ORRNATESCAB <br />2x4 <br />1 ROW <br />2x4 <br />(1)2x4 <br />2x4 <br />2 ROWS <br />2x6 <br />(2)2x4* <br />- <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 />d J <br />q <br />� <br />a <br />z <br />W <br />0 <br />W <br />of <br />This item has been electronically <br />0 <br />d I db ' ML I <br />-- - - signe an sea e y ustm an er, <br />O PE on the date and/or time stamp <br />shown using a digital signature. <br />nt are <br />SINGLE TRUSS BRACING Printed consideres of d <br />dandy aged <br />� not considered signed and sealed <br />nd the signature must be verified <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL L0 00"Mtq a 3rd Party Certificate Authority <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN n any electronic copy ) / <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. O V <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR z W <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. (A M <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W LJJ <br />GRADE AS WEB TO BE BRACED. � <br />LLJ O cn <br />W <br />W Q <br />W <br />z Q O <br />o > 0 a <br />z m Wo <br />W LV W <br />0 0 J 2 <br />W W <br />o <br />J X <br />LL. LL �- <br />z a <br />o z <br />BOND BEAM ~ O <br />0 ° J <br />8 F - #— DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />• <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />0 0 <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />REINFORCEMENT <br />LU <br />W <br />J <br />_ <br />(SEE WALL SECTION) <br />° <br />z <br />W <br />_ <br />FILL SOLID TO BOND BEAM <br />O <br />a <br />run) <br />U <br />IL <br />LINTEL REINFORCEMENT <br />W <br />Abbott Park <br />-j <br />q <br />0 <br />U <br />QLOT <br />027-02 <br />8 F -1 -�-DEPTH OF LINTEL ASSEMBLY "d" <br />W <br />U <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />Z <br />z <br />BEARING AT EACH END <br />U) <br />GROUT FILLED LINTEL ASSEMBLY <br />0� <br />O <br />PROJECT NO: <br />LU <br />8" PRECAST LINTEL. SEE PLAN. <br />O <br />2021.009236 <br />LL <br />8F-1-# <br />z <br />- <br />DRAWN: - <br />JAR <br />O <br />o <br />Ui <br />CHKD: <br />MJP <br />U) <br />X <br />W <br />W <br />IIL <br />J <br />X <br />q <br />``ttttllll/►��� <br />'!O <br />U <br />(A <br />Lq/ j , <br />(n <br />• G SF•. rri <br />••; <br />W <br />' No %16� <br />z <br />Z * <br />Docu Igne by: <br />0 <br />' <br />.0ZiL�kWlDORF4j.4U <br />~ <br />W <br />Q <br />�0• .441 <br />rrrir�'�,� O R P •��`,, <br />W <br />cq <br />z <br />z <br />i,fs`p N A' '-_ <br />CA <br />O <br />08-03-2021 <br />H <br />W <br />U <br />REVISIONS: <br />LL <br />-- - - - <br />TYPICAL PRE -CAST LINTEL OPTIONS q No. Description Date _� w <br />(n J <br />_ q <br />O F- <br />z -- z <br />X 0 <br />U � <br />W <br />H <br />X ST=6 <br />w <br />a <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />