Laserfiche WebLink
.,ocuSign Envelope ID: 12B06693-F413-4080-990E-97E259316259 <br />4.OF OPENING <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />— a <br />MOISTURE BARRIER - TYPICAL PORCH <br />BY OTHERS 'j CEILING BOARD PER <br />PLAN. SEE TABLE 2; A <br />SHEET ST-1 (PORCH <br />j 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 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 />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 (W/ HGAM10) <br />ROOFDECK <br />ROOF TRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <br />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <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 />8'-1" ABOVE <br />F.F.E. Y <br />TOP OF <br />GARAGE DOOR <br />6-1 F.F ABOVE <br />F.F.E. <br />ABOVE OIL <br />F.F <br />F.F.E. 1-7 <br />2'-9" ABOVE <br />F.F.E. <br />0'-9" ABOVE <br />F.F.E. <br />TOP OF dL <br />L <br />CURB <br />F.F.E. <br />J <br />2x6x12 I <br />CENTEI <br />DIA. ANCHOR ' <br />2x4 PT TOP BUCK—/ <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 '/V x �16" <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />7 0 <br />PRE -CAST LINTEL <br />PER PLAN <br />a <br />Q <br />i0 <br />(V <br />Z_ <br />FILL BOTH LINTELS SOLID <br />W/ CONTINUOUS POUR <br />PRE -CAST LINTEL PER PLAN - - MITER -CUT LINTELS AT CORNER, <br />CORNER TO BE TEMPORARILY <br />SHORED FOR MIN (7) DAYS <br />LINTEL REINFORCING AT CORNER <br />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />TOP OF WALL <br />L+ <br />II �I I I <br />I I <br />I I <br />I I <br />I I I <br />I I <br />I I I <br />------ ------- --------- <br />I I j <br />I � I <br />I I <br />I I <br />I I I <br />I I I <br />PRECAST LINTEL SEE <br />- PLAN <br />SEE PLAN--\ <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH EXTEND REINFORCING TO <br />(1) H2.5T w/ (10) 8d x 1 '/2END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />2x4 NO.2 SYP BLOCKING BETWEEN SHOWN. <br />OUTLOOKERS. FASTEN EACH <br />BLOCK TO ROOF DECK WITH 8d MIN (2) SOLID FILLED & <br />COMMON @ 3" O.C. <br />I I REINFORCED CELLS W/ N0.5 <br />VERT. BAR ADJACENT TO <br />GABLE TRUSS GARAGE DOOR OPENINGS. <br />I i I <br />NO.5 VERT. BAR IN FILLED <br />- CELL AT EACH END OF PIER <br />WALL SHEATHING PER PLAN <br />NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />L OR T BRACE VERTICAL <br />REINFORCEMENT PER CELL EXTENDING FROM FOOTING <br />TRUSS ENGINEERING TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN 6" BEND <br />I I <br />MOISTURE BARRIER SHALL BE AT BOTTOM. <br />PROVIDED BETWEEN MASONRY <br />AND ALL UNTREATED LUMBER <br />CONCRETE <br />GABLE TRUSS TO BOND BEAM W/ FOUNDATION WORK <br />META20 @ 48" O.C. W/ MIN (7) 10d x 1 '/2' TOP OF FINISH I PER PLAN <br />(NOTE: IF META20 IS IMPROPERLY FLOOR SLAB <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />7111 <br />I I <br />AN / I <br />I III -- - ----- - ---- - - <br />7 �- <br />GARAGE SHEAR PIER <br />(1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO > EI <br />OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT N O <br />APPROXIMATE 45° ANGLE TO NO LESS THAN (3) TRUSSES. N to <br />CONTINUOUS LATERAL RESTRAINT O d <br />(CLR). QUANTITY AND LOCATION 04APEX C <br />DEFINED BY TRUSS SHOP DRAWING. C <br />co a) <br />O <br />d� <br />APPLIED TO EITHER — IF LATERAL RESTRAINT MUST BE N <br />SIDE OF WEBS MADE OF MORE THAN ONE PIECE, <br />DO SO WITH OVERLAPPING M <br />BRACES LIKE THIS (TYP J <br />EVER HERE) LL- <br />Ld <br />L <br />—1 t S <br />J a)true design studies ? <br />z <br />TRUSSES NEEDING BRACING <br />0 <br />U <br />9000 REGENCY SQUARE BLVD. <br />a) <br />LATERAL BRACING - MULTIPLE TRUSSES <br /><( <br />SUITE 100, JACKSONVILLE, FL 32211 <br />0 <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />O <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 />W <br />� <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />Cr <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 />II <br />t <br />01HOMON <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />_n <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 />BOND BEAM <br />REINFORCEMENT <br />w (SEE WALL SECTION) <br />w - FILL SOLID TO BOND BEAM <br />U� <br />LU <br />Cn <br />LU <br />8 F DEPTH OF LINTEL <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER <br />SIZE <br />SPECIFIED <br />CLR <br />ALTERNATE BRACING <br />T OR L SCAB <br />2x4 <br />2x4 <br />1 ROW <br />2 ROWS <br />2x4 <br />2x6 <br />(1)2x4 <br />(2)2x4* <br />2x6 <br />2x6 <br />1 ROW <br />2 ROWS <br />2x4 <br />2x6 <br />(1)2x6 <br />(2)2x4* <br />2x8 <br />2x8 <br />1 ROW <br />2 ROWS <br />2x6 <br />12x6 <br />(1)2x8 <br />(2)2x6* <br />J <br />U <br />U <br />z <br />W <br />This item has been electronically <br />W <br />signed and sealed by Justin M Lanier, <br />W <br />PE on the date and/or time stamp <br />O <br />shown using a digital signature. <br />O <br />Printed copies of this document are <br />O <br />not considered signed and sealed <br />O <br />and the signature must be verified <br />SINGLE TRUSS BRACING <br />bya3rdParty Certificate Authority <br />�. <br />�on any electronic copy <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />LO <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />O <br />V J <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />z <br />Uj <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />0 <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />GRADE AS WEB TO BE BRACED. <br />W <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 />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />41- —J Z W <br />m <br />LU O cn <br />W 0 <br />W <br />W <br />z Q O <br />(D ca > <br />z 0 Q <br />W W W <br />0 <br />0 a W W ti <br />o d■ <br />x <br />� <br />z QO z <br />BOND BEAM Q <br />REINFORCEMENT W W <br />w (SEE WALL SECTION) H <br />z <br />o '_� a <br />= FILL SOLID TO BOND BEAM 0 <br />i—* U ILL. <br />Lij. :. <br />LINTEL REINFORCEMENT J <br />_ o Abbott Park v <br />_j 0 <br />8 F -1 - #— DEPTH OF LINTEL ASSEMBLY "d" Q LOT 026-02 W <br />F- <br />#5 BOTTOM BAR TO EXTEND U Z <br />NO LESS THAN 1" BEYOND Z <br />BEARING AT EACH END }. CD <br />U) <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: W <br />8" PRECAST LINTEL. SEE PLAN. O 2021.009235 <br />ILL <br />- O <br />z DRAWN: C <br />8 F1-#-# M JAR o <br />Uj <br />CHKD: Ln <br />MJP <br />W W <br />Q U <br />X Q CO <br />Cn <br />11N LAI*fjF <br />m41�•.GEnis�.;9 Z <br />Q � <br />No 85166 Q <br />W <br />O - - <br />i ��£71CR�PEF436!..1(/ " <br />w �0,�. � P : � 1 0)O <br />tj� <br />U) ttt�>t Q <br />O_ 07-28-2021 p <br />H W <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description gat � w <br />U) J <br />Q <br />0 - U) <br />O <br />O z <br />z O <br />= o <br />U <br />W <br />f— <br />X <br />ST=6 <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />