Laserfiche WebLink
DocuSign Envelope ID. 707B1834-BEF5-47BC-9323-F8E9026C052D <br />w <br />J <br />w <br />s <br />U <br />U <br />w <br />w <br />�o <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />— FILL SOLID TO BOND BEAM <br />8 F - #--*— 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 8U8 0 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />Li <br />J <br />0 <br />w <br />s <br />U <br />U <br />w <br />Lu <br />U) <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 />4x4 STRUCTURAL <br />BRACKET BY BUILDER <br />TYPICAL PRE -CAST LINTEL OPTIONS <br />8'-1" ABOVE <br />F.F.E. <br />TOP OF <br />GARAGE DOOR Y <br />6'4" ABOVE <br />F.F.E. <br />F.F.E. <br />2'-9" ABOVE Ilk <br />F.F.E. <br />0'-9" ABOVE <br />F.F.E. <br />TOP OF <br />CURB <br />F.F.E. <br />i, <br />7 <br />2x6 NO.2 SYP CONT. NAILER <br />FASTEN CONTINUOUS NAILERS <br />• TO MIN 3" DEEP SOLID <br />FRAMING WITH (2)'W x 4 XV <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 />J <br />2x6x121 <br />CENTEI <br />4e' DIA. ANCHOI <br />2x4 PT TOP <br />ROOF DECK <br />ROOFTRUSS <br />OR RAFTER <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />SUB FASCIA <br />. ..... <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" 1 1 GALVANIZED THRU BOLT W/ NUT AND 2" <br />SQUARE 04" THICK WASHER AT EACH END. <br />COUNTERSINK AS NEEDED <br />�1 TRELLIS DETAIL AT GARAGE <br />(LOF OPENING <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 48" 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 %" x 476" <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <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 N0.2 SYP CONT. NAILER <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 />ROOFDECK <br />ROOFTRUSS <br />OR RAFTER <br />1► <br />MOISTURE BARRIER 1 <br />BY OTHERS <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 BRACT- <br />SEE PLAN <br />• UP TO 8FT SINGLE 2x6 ONLY <br />• UP TO 20 FT, 2x6 W/ 2x6 T-BRACE <br />FASTEN 24 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 />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <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 />PROVIDE PANEL J <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />8'-0" OR AX'\ <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 OVERHANGS. <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 />II II <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 />16" MAX <br />_" MAX <br />f T MAX <br />6-MAX <br />T" MAX <br />=" MAX <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1 %" <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 />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 <br />[iP�ECIFIEDALTERNATE BRACING <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 />0 <br />> <br />N <br />0 <br />N <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 />i I i <br />I i I <br />I i I <br />I I <br />I <br />I I I <br />— <br />1 I <br />I I <br />I — <br />I I <br />I i I <br />I <br />I <br />I Lill <br />PRECAST LINTEL SEE <br />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 I I <br />----- MIN (2) SOLID FILLED & <br />I <br />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />-- -- - GARAGE DOOR OPENINGS. <br />I I I <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />l NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />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 />I II II <br />CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH i 1 - i l PER PLAN <br />FLOOR SLAB i <br />I I <br />I I I <br />I I I <br />I I I <br />T..—.�—` <br />/ I I I <br />I I <br />I I <br />/\ XX <br />/ <br />\ �/ \\\ <br />GARAGE SHEAR PIER <br />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />1 <br />� O <br />LO <br />ti <br />O 75 <br />O <br />co <br />APES <br />W <br />Z N <br />0 <br />m <br />lY <br />W <br />LIJ <br />(D <br />Z <br />W tds -6 <br />< true design studios 4) <br />0 7 <br />IY <br />J 9000 REGENCY SQUARE BLVD. N <br />ZSUITE 100, JACKSONVILLE, FL 32211 C� <br />0 904.821.5200 p <br />9 <br />O <br />d <br />0 UsHoHOMON' (D <br />of <br />!Y <br />O <br />J <br />LL <br />Q = <br />U <br />Z N <br />>- <br />0 <br />0 <br />_J <br />Z This item has been electronically <br />signed and sealed by Justin M Lanier, <br />= PE on the date and/or time stamp <br />W shown using a digital signature. <br />Printed copies of this document are <br />I"- not considered signed and sealed <br />X nd the signature must be verified <br />W .1by a 3rd Party Certificate Authority <br />a- n any electronic copy V <br />Uj W <br />p� m -�'�/ <br />m I.d.� <br />0 = Z W <br />W O cn <br />0 <br />Q O <br />Z <br />U)W W <br />a <br />F— <br />U U_ W <br />LL <br />Q � <br />} x <br />c� <br />O Z <br />J 0 <br />0 0 <br />Z W <br />= I— <br />U Z <br />� Abbott Park <br />W LL <br />LOT 024-03-1 B W <br />J <br />U <br />PROJECT NO: I- <br />2021.012593 z <br />-- 0 <br />DRAWN: <br />CD w <br />----__-__._ 0 <br />CHKD: <br />MJP LL <br />0 <br />O <br />U') <br />♦,�� W <br />�•.��GENS�.R ��; Q <br />' U <br />No 85166 U) <br />Doc Igned by: w <br />Z <br />,,: <br />dO <br />i 0 •• 9R1 DA`BDEF435,• <br />`V • <br />C!) <br />11-01-2021 0 <br />Z <br />REVISIONS: <br />No. Description Date <br />--- W <br />-- W <br />-- H <br />- --- J <br />Q <br />-- U <br />H <br />O <br />ST=O' Z <br />O <br />0 <br />CMU/METAL CONNECTOR ENGINEERING <br />