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oCuSign Envelope ID: 97DC3F7A-0B49-41F6-6B8D-6FF2235411OF <br />MOISTURE BARRIER <br />BY OTHERS <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />TYPICAL PORCH <br />CEILING BOARD PER <br />PLAN. SEE TABLE 2; <br />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 />ROOF DECK <br />ROOFTRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <br />8'-1" ABOVE <br />F.F.E. <br />TOP OF <br />GARAGE DOOR Y <br />6-1" ABOVE <br />F.F.E. <br />4'-9" ABOVE <br />F.F.E. <br />2'-9" ABOVE <br />F.F.E. <br />0'-9" ABOVE Aill <br />F.F.E. <br />TOP OF <br />CURB <br />F.F.E. <br />M <br />4.OF OPENING <br />2x6x12 I <br />CENTEI <br />%" DIA. ANCHOI <br />2x6 PT TOP ��.. . <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) �8" 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 416" <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <br />PRE -CAST LINTEL <br />#5 CONT. PER PLAN <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP N <br />Z <br />VERTICAL BARS TO EXTEND TO <br />#5 CONT. TOP OF WALL AS SHOWN. MIN <br />° 6" BEND INTO BOND BEAM <br />TOP OF WALL <br />° FILL BOTH LINTELS SOLID <br />° W/ CONTINUOUS POUR t---�------------ ----- --- <br />v <br />I <br />I I <br />I I I <br />PRE -CAST LINTEL PER PLAN <br />MITER -CUT LINTELS AT CORNER, <br />CORNER TO BE TEMPORARILY <br />SHORED FOR MIN (7) DAYS I <br />I � I <br />LINTEL REINFORCING AT CORNER <br />II <br />II I I <br />I <br />— —J—-------- ---- ------------ <br />I <br />I I <br />I I I <br />I I <br />I I <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE FASTEN ROOF DECK TO I PRECAST LINTEL SEE <br />OR FLATWISE) FRAMING @ 3" O.C. ON EDGE, SEE PLAN PLAN <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING 6" O.C. IN FIELD WITH 8d <br />BETWEEN TRUSS TOP CHORDS W/ RINGSHANKS <br />(3) 10d COMM NS EACH END ROOF DECK I I I EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />2x4 SYP OUTRIGGER @ 24" O.C. LAP WALL REINFORCING AS <br />CLIP TO GABLE TOP CHORD WITH SHOWN. <br />(1) H2.5T w/ (10) 8d x 1 <br />8, MIN (2) SOLID FILLED & <br />2x4 NO.2 SYP BLOCKING BETWEEN <br />PROVIDE PANEL OUTLOOKERS. FASTEN EACH I I REINFORCED CELLS W/ N0.5 <br />VERT. BAR ADJACENT TO <br />EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d I i <br />NON -DROPPED GABLE COMMON @ 3" O.C. I GARAGE DOOR OPENINGS. <br />FASTEN 2x6 N0.2 SYP I i I <br />DIAGONAL BRACE TO NO.5 VERT. BAR IN FILLED <br />BLOCKING w/ (6) GABLE TRUSS CELL AT EACH END OF PIER <br />10d COMMONS <br />I <br />2x6 NO.2 SYP DIAGONAL BRA I i NO. 5 DOWEL TO MATCH EACH <br />SEE PLAN WALL SHEATHING PER PLAN I I SOLID FILLED & REINFORCED <br />• UP TO 8FT SINGLE 2x6 ONLY CELL EXTENDING FROM FOOTING <br />TO LAP WALL REINFORCING <br />• UP TO 20 FT, 2x6 W/ 2x6 T-BRACE <br />L OR T BRACE VERTICAL W/ MIN 25" LAP UNLESS NOTED <br />REINFORCEMENT PER OTHERWISE ON DOWEL & LINTEL <br />TRUSS ENGINEERING PLACEMENT PLAN. MIN 6" BEND <br />FASTEN 2x6 NO.2 SYP I AT BOTTOM. <br />"T-BRACE" TO DIAGONAL BRACE <br />w/ 10d COMMONS @ 3" O.C. <br />MOISTURE BARRIER SHALL BE I I I� I I CONCRETE <br />8'4" OR AS SHOWN ON PLAN PROVIDED BETWEEN MASONRY I FOUNDATION WORK <br />AND ALL UNTREATED LUMBER TOP OF FINISH PER PLAN <br />FLOOR SLAB I <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 />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR BEAM W/ HTSM20 OR MSTAM36) / <br />FROM DIAGONAL BRACE TO CMUI X/ X / <br />\ \ <br />\ I I I \ \ <br />MOISTURE BARRIER BETWEEN MASONRY <br />AND NON -PT LUMBER BY OTHERS \ \ \ <br />GABLE ANGLE BRACING DETAIL W/ HGAM10 <br />c > \ \ \ \ <br />1) MAX. TRUSS SPACING = 24" O.C. <br />2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM <br />OVERHANG OL OVERHANGS O ON -DROPPED GABLE <br />TRUSSES W 12" OR S GARAGE SHEAR PIER <br />O <br />O 0 <br />APEX <br />U <br />(ll <br />2 <br />O N <br />O� <br />� t6 <br />N <br />N <br />U <br />W <br />tds <br />J N <br />5; truce design studios <br />Z <br />TRUSSES NEEDING BRACING O <br />U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING -MULTIPLE TRUSSES Q SUITE 100,JACKSONVILLE,FL32211 Cn <br />O_ <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). O '0 <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CD :3CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. W <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS CY <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). DiRsHOMON' 0 <br />5. DESIGNED PER BCSI-B3, 2007. <br />0 <br />J + t <br />m <br />W <br />_" MAX <br />_" MAX <br />=" MAX <br />_16" MAX <br />=" MAX <br />T" MAX <br />w <br />J <br />0 <br />w <br />U <br />CO <br />w <br />w <br />U <br />Q <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 />)ND BEAM <br />INFORCEMENT <br />EE WALL SECTION) <br />FILL SOLID TO BOND BEAM <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER <br />SPECIFIED <br />ALTERNATE BRACING <br />T OR L SCAB <br />SIZE <br />CLR <br />2x4 <br />1 ROW <br />2x6 <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 />2 ROWS <br />2x6 (1)2x8 <br />2x8 <br />2x6 (2)2x6* <br />Q <br />U <br />W <br />0 <br />W <br />W <br />O <br />O <br />O <br />O <br />SINGLE TRUSS BRACING <br />PIL <br />� <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />t` <br />^ <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. <br />Z <br />(D <br />„ A <br />V J <br />W <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />BE <br />W <br />GRADE AS WEB TO BRACED. <br />LU <br />J <br />LU <br />m <br />Uj <br />z <br />0 <br />Vi <br />W <br />LU <br />W <br />W <br />Q <br />Z <br />Q <br />O <br />0 <br />W <br />o <br />W <br />JW <br />W <br />w <br />O <br />W <br />x <br />J <br />- <br />r- <br />z <br />O <br />Z <br />BOND BEAM <br />_ <br />~ <br />O <br />8 F - # — DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />0 0ll <br />81.18 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />REINFORCEMENT <br />w (SEE WALL SECTION) irf This item has been electronically LU <br />O signed and sealed by Russell T Dukes, <br />0 a PE on the date and/or time stamp Z <br />w FILL SOLID TO BOND BEAM O shown using a digital signature. d <br />cUn U U— <br />wui <br />Q — <br />LINTEL REINFORCEMENT J <br />Of Abbott Park <br />O 0 <br />LL <br />8 F -1 - # DEPTH OF LINTEL ASSEMBLY "d" Q LLI <br />LOT 001-01-A � <br />C~ <br />#5 BOTTOM BAR TO EXTEND U Z <br />NO LESS THAN 1" BEYOND Z <br />BEARING AT EACH END <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: W <br />8" PRECAST LINTEL. SEE PLAN. O 2019.007593 <br />L- <br />O <br />Z DRAWN: � <br />8F1-#-# U KG o <br />CHKD: EAF <br />WCL J <br />U <br />Q `��tttt a 7' D (n <br />� Oc�Stgned key: � <br />Z <br />* 0 <br />O _ • (r , <br />:< l • <br />ATF .zv <br />�•' � • Q �4 3441.. <br />i <br />O 02-13-2020 Q <br />I_— W <br />U REVISIONS: Lli <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date <br />W <br />U) J <br />Q <br />� U <br />O I— <br />J 0 <br />Z Z <br />O <br />U 0 <br />W <br />H <br />X <br />w ST=6 <br />a- <br />Q <br />CMU/METAL CONNECTOR ENGINEERING , <br />