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I DocuSign Envelope ID: 330532F8-9941-42ED-849C-09E31E56197F <br />BOND BEAM <br />REINFORCEMENT <br />w b" rj (SEE WALL SECTION) <br />J <br />0 <br />w FILL SOLID TO BOND BEAM <br />U <br />rn <br />w <br />"a <br />0 8 F - # r 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 />0 0 <br />-- 81.18 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL SEE PLAN. <br />w <br />J <br />0 <br />w <br />U <br />co <br />w <br />w <br />U) <br />a <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 />PROVIDE FLASHING AT <br />WALL INTERSECTION <br />2x8 SYP PT LEDGER TO <br />BLOCKING W/ (2) ROWS <br />10d @ 8" O.C. STAGGERI <br />2x8 SYP PT RAFTERS @ <br />12" O.C. W/ (3) 10d <br />TOE -NAILS TO LEDGER <br />AND (2) 10d TOE -NAILS T <br />BEAM <br />2x12 SYP PT BEAM W/ <br />(3) 10d TOE -NAILS TO <br />EACH BRACKET <br />PREMANUFACTURED <br />8 Q 4x4 STRUCTURAL <br />v BRACKET BY BUILDER <br />TYPICAL PRE -CAST LINTEL OPTIONS <br />8'-1" ABOVE <br />F.F.E. OIL <br />ILai 0i19 <br />GARAGE DOOR Y <br />ABOVE- <br />F.F.E.F.F. <br />4'-9" ABOVE <br />F.F.E <br />ABOVE <br />F.F.E.F.F. <br />4.OF OPENING <br />2x6x12 I <br />CENTEI <br />" DIA. ANCHOI <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 '/i' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 ''/:" x 416" <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 />2x6 NO.2 SYP CONT. NAILER <br />FASTEN CONTINUOUS NAILERS - - <br />• TO MIN 3" DEEP SOLID <br />FRAMING WITH (2)%" x4'/i' <br />LAGS OR WOOD SCREWS @ <br />MAX 16" <br />• SOLID FILLED MASONRY <br />W/(2) ROWS %" x 3" TITEN OR <br />TAPCON @ 12" O.C. <br />STAGGERED <br />TOP CHORD/RAFTER TO <br />NAILER W/ MIN (4) 8D <br />COMMON TOE -NAILS <br />PRE -MANUFACTURED <br />ROOF TRUSS OR 2x4 <br />NO.2 SYP AT 24" O.C. <br />FASTENED TOGETHER <br />WITH (6) 8D COMMON. <br />MAX 4'-0" <br />2x4 NO.2 SYP CONT. NAILER --Z <br />SHEATH ASSEMBLY FULLY PER <br />STRUCTURAL PANEL SPECIFICATIONS, <br />ST-1, FOR ROOF SHEATHING. <br />FASTEN EACH TRUSS/JOIST TO NAILER <br />W/ MIN (4) 8D COMMON TOE -NAILS. <br />D4 SHED ROOF DETAIL <br />MOISTURE BARRIEF <br />BY OTHERS <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />(2) 2x8 SYP BLOCKING W/ (3) 10d TOE -NAILS <br />EACH END. <br />BRACKET TO SUPPORTING MEMBER W/ <br />44" ❑ GALVANIZED THRU BOLT W/ NUT AND 2" <br />SQUARE 04" THICK WASHER AT EACH END. <br />COUNTERSINK AS NEEDED <br />.r TRELLIS DETAIL AT GARAGE <br />4_1 <br />MOISTURE BARRIER <br />BY OTHERS <br />ROOF DECK <br />ROOFTRUSS <br />OR RAFTER <br />TYPICAL PORCH CEILING <br />BOARD PER PLAN. SEE <br />TABLE 2; SHEET ST-1 <br />(PORCH 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 />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 BRAC1= <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 DECK — <br />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />SUB FASCIA <br />tE BARRIER <br />IRS <br />Y LINTEL <br />J <br />ROOF TRUSS <br />TO WOOD BEAM w/ <br />H2.5T, RT7AT, OR SDWC15600, U.N.O. <br />PORCH BEAM <br />PORCH BEAM TO POST: <br />(1) MSTA24 <br />POST TO SLAB: <br />ABU POST BASE ANCHOR <br />OR DTT2Z <br />(UNLESS NOTED OTHERWISE) <br />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />I <br />8'-0" OR AS SHOWNOI <br />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR -' <br />FROM DIAGONAL BRACE TO CMU ;y = <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. 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 />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1)H2.5Tw/(10)8dx1'/2" <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 />(1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO <br />OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT <br />APPROXIMATE 45' ANGLE TO NO LESS THAN (3) TRUSSES. <br />- (CONTINUOUS LATERALRESTRAINT <br />(CLR). QUANTITY AND LOCATION <br />DEFINED BY TRUSS SHOP DRAWING. <br />r <br />APPLIED TO EITHER ` <br />SIDE OF WEBS <br />IF LATERAL RESTRAINT MUST BE <br />MADE OF MORE THAN ONE PIECE, <br />DO SO WITH OVERLAPPING <br />BRACES LIKE THIS (TYP <br />EVERYWHERE) II II <br />TRUSSES NEEDING BRACING <br />LATERAL BRACING - MULTIPLE TRUSSES <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 <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 <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 />5. DESIGNED PER BCSI-63, MOST CURRENT EDITION. <br />1 =6" MAX 6'MAX �J6' 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 />_" MAX _' MAX _" MAX TO EACH FACE OF WEB. <br />TOP OF WALL <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEBS P IED ALTERNATEING <br />PBER CLR <br />ZE T <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 />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 />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 />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />GRADE AS WEB TO BE BRACED. <br />J <br />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />I <br />i PRECAST LINTEL SEE <br />SEE PLAN r_-- - PLAN <br />i <br />EXTEND REINFORCING TO <br />Ti <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />� I <br />r-_ SHOWN. <br />----- MIN (2) SOLID FILLED & <br />i <br />REINFORCED CELLS W/ NO.5 <br />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 />i NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />I CELL EXTENDING FROM FOOTING <br />TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. 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N <br />ILL SUITE 100, JACKSONVILLE, FL 32211 <br />904.821.5200 p <br />O CY <br />CY <br />Q_ 0 <br />DoRtH019ON <br />"0 <br />0 ' <br />U L <br />O <br />J <br />LL <br />Q <br />U <br />Z <br />0 <br />0 <br />ZThis item has been electronically <br />= signed and sealed by Justin M Lanier, <br />U PE on the date and/or time stamp <br />W shown using a digital signature. <br />Printed copies of this document are <br />f— not considered signed and sealed <br />x nd the signature must be verified <br />Wy a 3rd Party Certificate Authority <br />Qn any electronic copy <br />W W <br />00 <br />o = z �♦LL^I <br />W <br />Z O VJ <br />— <br />a <br />W .J Q 0 <br />Q > <br />Z W p <br />o W W Q <br />LLLL T <br />LO X <br />O Z <br />1 O <br />O <br />Z W <br />2 � <br />U Z <br />F- Abbott Park a <br />X _ <br />a LOT 037-02 W <br />Q J <br />U <br />U) <br />0 <br />PROJECT NO: I — <br />2021.011084 z <br />- - U' <br />DRAWN: <br />KAS W <br />CHKD: 0 <br />MJP p <br />O <br />LO <br />`,i W <br />N. JS�(IN LgN�F �W <br />U <br />No 85166 (A <br />* ;* W <br />r <br />+ 0 cuS <br />C <br />lgned by: ' n <br />**.. V � ., Z <br />s (Q� .. ��� <br />4 A F435.,' <br />offsittt <br />09-17-2021 O <br />Z <br />REVISIONS: Q <br />IX <br />No. Description Date 11 <br />W <br />W <br />- W <br />W <br />- J <br />Q <br />U <br />ST1 O <br />O ^ <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />