Laserfiche WebLink
DocuSign Envelope ID: 0306B86E-86C3-4ED9-9569-188D8F7A1497 <br />BOND BEAM <br />REINFORCEMENT <br />w (SEE WALL SECTION) <br />0 <br />w FILL SOLID TO BOND BEAM <br />U <br />U <br />w <br />U <br />0 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 />o a <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />BOND BEAM <br />0-4 REINFORCEMENT <br />J (SEE WALL SECTION) <br />Z) <br />0 <br />w FILL SOLID TO BOND BEAM <br />U <br />U) <br />w <br />LINTEL REINFORCEMENT <br />8 F -1 - # - DEPTH OF LINTEL ASSEMBLY "d" <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN V 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 />6-1" ABOVE Ilk <br />F. F. E. <br />4'-9" ABOVE <br />F.F.E. <br />2'-9" ABOVE <br />F.F.E. <br />U-9" ABOVE Ilk <br />F.F.E. <br />TOP OF <br />CURB 1-7 <br />F. F. E. <br />91! <br />(LOF OPENING <br />2x6x12 I <br />CENTEI <br />DIA. ANCHOf <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 Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 ''/z" x 4t6" <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <br />2x6 NO.2 SYP CONT. NAILER <br />TOP CHORD/RAFTER TO <br />NAILER W/ MIN (4) 8D <br />COMMON TOE -NAILS <br />PRE -MANUFACTURED <br />ROOF TRUSS OR 2x4 <br />FASTEN CONTINUOUS NAILERS <br />N0.2 SYP AT 24" O.C. <br />• TO MIN 3" DEEP SOLID <br />FASTENED TOGETHER <br />FRAMING WITH (2)'/d' x 4'/�' <br />WITH (6) 8D COMMON. <br />LAGS OR WOOD SCREWS @ <br />MAX 16" <br />• SOLID FILLED MASONRY <br />W/(2) ROWS''/4' x 3" TITEN OR <br />TAPCON @ 12" O.C. <br />STAGGERED <br />MAX 4'-0" <br />2x4 NO.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 />MOISTURE BARRIER <br />BY OTHERS <br />MOISTURE BARRIER <br />BY OTHERS <br />ROOFDECK <br />ROOFTRUSS <br />OR RAFTER <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />SUB FASCIA <br />:d <br />• <br />TYPICAL PORCH <br />CEILING BOARD PER <br />PLAN. SEE TABLE 2; VMOISTURE 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 />ROOFDECK <br />ROOF TRUSS <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 />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />OR FLATWISE) <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMMONS EACH END ROOF D <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 />"7-BRACE" TO DIAGONAL BRACE <br />w/ 10d COMMONS @ 3" O.C. <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 />GABLE ANGLE BRACING DETAIL <br />ROOFTRUSS <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 />/ 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 />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 />T6" MAX <br />�" MAX" <br />T MAX <br />MAX <br />T6' MAX <br />T" MAX <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1 ''/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 />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-Y2' <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />TOP OF WALL <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 />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED ALTERNATE BRACING <br />SIZE CLR <br />ITORL <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 />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 />I <br />I II I <br />I I 1 <br />I 1 <br />I <br />I I I <br />I I <br />I � I <br />II I <br />II I I <br />I <br />I- --I- ------------------------- <br />I <br />I I <br />1 I <br />I <br />I I <br />I <br />I I I <br />I I <br />PRECAST LINTEL SEE <br />SEE PLAN PLAN Ill , <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />SHOWN. <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />i NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />1 <br />I I <br />NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />l i TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />F11 11 PLACEMENT PLAN. MIN 6" BEND <br />I i I I I AT BOTTOM. <br />CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH PER PLAN <br />FLOOR SLAB <br />I I I I <br />I I <br />I I <br />I I <br />I I <br />/ --------------------------- <br />-------- <br />A <br />1 ---- / / <br />GARAGE SHEAR PIER <br />d' <br />fLOA—N— <br />0 <br />— <br />U <br />0 <br />PEA <br />A <br />0 <br />W <br />Z_ <br />U <br />m <br />W' <br />W <br />W <br />ZLL] <br />__ <br />t d <br />Z <br />Q <br />true esign studios <br />d <br />j <br />0 <br />o <br />-j <br />W <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />0 <br />904.821.5200 <br />0 <br />Q <br />t3 <br />0- <br />O <br />01,10MON' <br />U <br />N I ��# <br />\aF 0 <br />�Q\1S C, <br />�\�z \ � <br />\�\� a I fa\ <br />O <br />� A� <br />J <br />IL <br />a <br />U <br />Z <br />a) <br />O <br />J <br />O <br />Z <br />U <br />W <br />H <br />X <br />JW <br />Q <br />V J <br />a <br />Uj <br />W <br />� <br />MM <br />W <br />00 <br />0 <br />m Z W <br />W <br />O cn <br />Z <br />O <br />~ G <br />W <br />= O <br />Q <br />Z <br />\Q <br />/ <br />d, � w <br />o <br />H <br />Q <br />} <br />x.. ... ' ... ,.. <br />_j <br />by al-d party <br />Z <br />W <br />U <br />Z <br />Abbott Park <br />0� <br />X <br />n- <br />CIL <br /><w <br />LOT 033-03 <br />ILL <br />W <br />i <br />Q <br />U <br />U) <br />Il <br />PROJECT NO: <br />W <br />2021.009240 <br />z <br />0 <br />DRAWN: <br />CD <br />U) <br />W <br />0 <br />CHKD: <br />MJP <br />ILL. <br />01ruu11r111'? <br />�'•�GENsF•:S' <br />No 85166 <br />LD Signed by: •. * "' <br />i T41rl1DQFEF435:• <br />,e, <br />,0 N Ai ,, <br />07-28-2021 <br />REVISIONS: <br />No. Description Date <br />CMUIMETAL CONNECTOR ENGINEERING <br />ST=6 <br />