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DocuSign Envelope ID: 4999B7AA-F962-4606-810A-CEF053D4DE76 <br />BOND BEAM <br />REINFORCEMENT <br />J (SEE WALL SECTION) <br />w FILL SOLID TO BOND BEAM <br />U � <br />rn <br />w <br />v <br />0 8 F - #-+-- DEPTH OF LINTEL <br />ASSEMBLY "d" <br />11 <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 />1 UNFILLED <br />j <br />I"~ o <br />8}U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />BOND BEAM <br />REINFORCEMENT <br />J (SEE WALL SECTION) <br />0 <br />w FILL SOLID TO BOND BEAM <br />w <br />w <br />LINTEL REINFORCEMENT <br />o <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 <br />F.F.E. <br />2'-9" ABOVE <br />F.F.E. <br />I <br />PROVIDE FLASHING AT <br />WALL INTERSECTION <br />2x8 SYP PT LEDGER TO <br />BLOCKING W/ (2) ROWS <br />10d @ 8" O.C. STAGGERS <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 />44 STRUCTURAL <br />BRACKET BY BUILDER <br />2x6x12 I <br />CENTEI <br />I," DIA. ANCHOI <br />2x4 PT TOP <br />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />SUB FASCIA <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />PLAN. SEE TABLE 2; A• MOISTURE BARRIER <br />SHEET ST-1 (PORCH -- -- BY OTHERS <br />CEILING BOARD) <br />MASONRY LINTEL <br />- -- PER PLAN <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 x14" THICK WASHER AT EACH END. <br />COUNTERSINK AS NEEDED <br />�T� TRELLIS DETAIL AT GARAGE <br />'LOF OPENING <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) �8' DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 Y2' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 Y2" x 4," <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) %" x 4'/z" <br />LAGS OR WOOD SCREWS @ <br />MAX 16" <br />• SOLID FILLED MASONRY <br />W/(2) ROWS ''Y." 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 ZN <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 BARR <br />BY OTHERS <br />ROOF DECK <br />ROOFTRUSS <br />OR RAFTER <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />\L TYPICAL PORCH CEILING <br />BOARD PER PLAN. SEE <br />TABLE 2; SHEET ST-1 PORCH BEAM <br />(PORCH CEILING BOARD) <br />PORCH BEAM TO POST: <br />(1) MSTA24 <br />POST TO SLAB: <br />TYPICAL PORCH SHEATHING DETAIL ABU POST BASE ANCHOR <br />AT MASONRY EXTERIOR WALL OR DTT2Z <br />(THIS DETAIL IS REQUIRED AT ALL COVERED (UNLESS NOTED OTHERWISE) <br />PORCHES UNLESS NOTED OTHERWISE) <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE FASTEN ROOF DECK TO <br />TRUSS (EDGEWISE OR FLATWISE) FRAMING @ 3" O.C. ON <br />TOE NAIL MIN 2x4 N0.2 SYP BLOCKING EDGE, 6" O.C. IN FIELD <br />BETWEEN TRUSS TOP CHORDS W/ I WITH RSRS 01 <br />(3) 10d COMMONS EACH END ROOF DECKS <br />FASTEN 2x6 NO.2 SYP— <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) <br />10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BRACE-, <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 />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />I <br />I <br />I <br />I <br />I <br />8'-0" OR AS SHOW\PLAN <br />\ON <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 (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 OVERHANG. <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 '/2' <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <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-B3, MOST CURRENT EDITION. <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 />TOP OF WALL <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER l� <br />SPECIFIED <br />ALTERNATE BRACING <br />T OR L SCAB <br />SIZE <br />CLR <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 />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />f-- —� ---t --- --- — — ------ <br />I I I <br />I I I <br />I I I <br />� I <br />� i I <br />I � I <br />1 <br />I I I <br />I I <br />I I I <br />I I <br />I I I <br />I � I <br />PRECAST LINTEL SEE <br />SEE PLAN <br />PLAN <br />I <br />I <br />I <br />EXTEND REINFORCING TO <br />• - <br />1 <br />_._ <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />I <br />I 1 <br />I <br />I <br />SHOWN. <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />j <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 <br />l <br />NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />I <br />1 <br />CELL EXTENDING FROM FOOTING <br />l i <br />TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN 6" BEND <br />1 1 <br />i 1 <br />I I <br />11 I I <br />AT BOTTOM. <br />11 II <br />lI <br />CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH I I I PER PLAN <br />FLOOR SLAB <br />I I I <br />I I I <br />I I I <br />I I <br />/ I I <br />I I <br />GARAGE SHEAR PIER <br />� p <br />LO <br />ti > <br />O O <br />APEX <br />W <br />Q% <br />N <br />Z D <br />'' ^^ <br />VJ <br />Z <br />co <br />W <br />W <br />Z <br />0 <br />W tds -6 <br />Q true design studios <br />0 <br />u <br />O <br />JL L9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />904.821.5200 p <br />F- <br />IX C <br />O <br />a. <br />O 01101ON'1! (D <br />U � <br />O <br />J <br />LL u <br />Q <br />U <br />Z <br />O <br />J <br />O <br />Z <br />= <br />U <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />W <br />I'— <br />shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />X <br />LU <br />nd the signature must be verified <br />a 3rd Party Certificate Authority <br />Jby <br />any electronic copy <br />Qn <br />Uj <br />W <br />3 <br />� <br />MM <br />W <br />N <br />0. <br />m <br />0 <br />W <br />Z <br />O <br />to <br />O <br />W <br />J <br />Q <br />0 <br />z <br />W <br />0 <br />W <br />W <br />Uj <br />F— <br />H <br />Q <br />LL <br />Q <br />X <br />c� <br />O <br />O <br />Z <br />0 <br />= <br />W <br />~ <br />U <br />LU <br />Z <br />Abbott Park cr_ <br />X <br />IL <br />_ LL <br />a <br />Q <br />LOT 002-04-1 C W <br />t <br />CMUIMETAL CONNECTOR ENGINEERING <br />- Q <br />U <br />O <br />PROJECT NO: Q <br />2021.014969 z <br />DRAWN: <br />CD W <br />CHKD: 0 <br />LL <br />MJP p <br />0 <br />O <br />LO <br />.`%% �vsE N N1W <br />• � U <br />NBouSigned by <br />+f'1 •Fir . e4`.FN '.�... • Z <br />TAT E OF <br />i�,�••• 3F4671DA�DJiF�t�. <br />�O N A E % <br />111111 <br />12-29-2021 O <br />Z_ <br />REVISIONS: <br />No. Description Date <br />W <br />G7 <br />W <br />LU <br />U <br />I— <br />ST=6 <br />Z <br />O <br />