Laserfiche WebLink
DocuSign Envelope ID: BD119C90-OFC1-4EAB-BB12-CE81075C941B <br />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />r SUB FASCIA <br />MOISTURE BARRIER TYPICAL PORCH <br />CEILING BOARD PER <br />BY OTHERS <br />•'i PLAN. SEE TABLE 2; MOISTURE BARRIER <br />SHEET S T-1 PORCH BY OTHERS <br />CEILING BOARD) <br />MASONRY LINTEL <br />r 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 />TRUSS TO TOP PLT W/ H2.5T OR RT7AT— <br />SHEATHING TO TOP PLATE- <br />W/ 8d COMMON @ 3" O.C. <br />FULLY SHEATH KNEEWALL PER TABLE 2:- <br />WOOD STRUCTURAL PANEL SHEATHING <br />REQUIREMENTS <br />• MIN 2x4 NO.2 SYP PT PLATE BETWEEN <br />TRUSSES W/ (3) 10d TOENAILS EACH END & <br />MINIMUM (2t" x 6" EMBED DRILL AND <br />EPDXY ANCHOR W/ NUT & WASHER EACH <br />PLATE SEGMENT WITHIN 6" OF END <br />2x4 No.2 SYP PT PLATE CONTINUOUS W/ <br />x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT <br />& WASHER @ 24" O.C. <br />UPPER PLT HGT <br />CRICKET BY BUILDER <br />LOWER PLT HGT <br />TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 1Od x 1 ><z" <br />SHEATHING TO PT PLATE e IN TRUSS <br />W/ 8d COMMON @ 3" O.C. <br />it <br />IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION <br />HEIGHT, BUILD UP PER THE FOLLOWING DETAIL <br />KW J�WOOD KNEEWALL OVER MASONRY <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 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 />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />OR FLATWISE) <br />\ ROOF DECK <br />'I I <br />PROVIDE PANIEL <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 />1) MAX. TRUSS SPACING = 24" O.C. <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 />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 />2021 V1.0 <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1 '/z' <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/ HGAM10) <br />TOP OF WALL <br />TOP OF FINISH <br />8'-1" ABOVE OIL <br />F.F.E. <br />TOP OF <br />GARAGE DOOR Y \ <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 />5-OF OPENING <br />2x6x12 1 <br />CENTEI <br />DIA. ANCHOI <br />2x4 PT TOP ��..,. <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 48" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 '/2' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR PROVIDE 1 %' x 4 " <br />0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. 16 <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 />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />2 <br />PRE -CAST LINTEL <br />PER PLAN <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 />i <br />t- -i - --I -------------------- <br />GARAGE SHEAR PIER <br />PRECAST LINTEL SEE <br />PLAN <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 />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />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 />CONCRETE <br />FOUNDATION WORK <br />PER PLAN <br />TRUSSES NEEDING BRACING <br />O <br />U <br />O <br />O <br />CN <br />APEX <br />A -- <br />a) <br />O tll <br />O <br />r <br />N <br />U_ td <br />W <br />J <br />J � <br />true design studios > <br />z <br />O <br />4.1 <br />U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 co <br />0 <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). O <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY 4.1 <br />.1 <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. W <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).0Ho <br />«fti <br />5. DESIGNED PER BCSI-133, MOST CURRENT EDITION. Z) MON <br />> hffeioia� <br />T-BRACE FASTENED TO <br />WEB W/ 1 Od 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 />I't <br />Ll <br />w FILL SOLID TO BOND BEAM <br />U) <br />w <br />`o RT <br />• <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED ALTERNATE BRACING <br />SIZE CLR T OR L SCAB <br />2x4 1 ROW 2x4 (1)2x4 <br />2x4 2 ROWS 2x6 (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 />W <br />W <br />Q <br />a+- <br />z <br />W <br />0 <br />W <br />O <br />O <br />O <br />SINGLE TRUSS BRACING I <br />Iq <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ti <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. O U) <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR z w <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) M _ <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W <br />GRADE AS WEB TO BE BRACED. z LL <br />U J z Lu <br />W O U) <br />W <br />W Q <br />W � O <br />z <br />0 > Q Q <br />z W <br />W <br />0 0 J w W <br />W <br />O 0� X <br />LL V— <br />z Q <br />This item has been electronically O <br />BOND BEAM i— signed and sealed by Justin M Lanier, <br />8 F - #— DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />- rBOND 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 />REINFORCEMENT <br />Q <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />0 <br />LLI <br />J <br />(SEE WALL SECTION ) <br />O <br />Printed copies of this document are <br />�' <br />not considered signed and sealed <br />z <br />0 <br />O' <br />and the signature must be verified <br />= <br />FILL SOLID TO BOND BEAM <br />0 <br />by a 3rd Party Certificate Authority <br />CL <br />on any electronic copy <br />LL <br />LU <br />U) <br />LINTEL REINFORCEMENT <br />Abbott Park <br />J <br />_ <br />Q <br />O <br />U <br />0 0 <br />U) <br />LOT 053-03-1A <br />8 F -1 - #— DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />W <br />I— <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />Z <br />_ <br />z <br />Ur <br />BEARING AT EACH END <br />} <br />GROUT FILLED LINTEL ASSEMBLY <br />O <br />PROJECT NO: <br />W <br />8" PRECAST LINTEL. SEE PLAN. <br />O <br />2022.009269 <br />LL <br />z <br />O <br />8F-1-# <br />� <br />DRAWN: <br />yy <br />o <br />W <br />CHKD: <br />U-) <br />CD <br />X <br />W <br />a <br />Q <br />J <br />Q <br />X <br />,���yiilllif���', <br />iU <br />p <br />No 85166 ;. <br />W <br />:*► <br />a <br />z <br />Cr <br />O <br />3 •• STATE OF .O% <br />'' 'T•% O R X P C��C.`� <br />• • • <br />Q <br />4' <br />�' <br />''r.;; ' %NN <br />z <br />j0 N A- <br />co <br />09-22-2022 <br />0 <br />_O <br />F- <br />W <br />U <br />REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w <br />W <br />J <br />Q <br />CD U) <br />1 0 <br />z z <br />= O <br />U � <br />W <br />f- <br />X <br />W ST=6 <br />a <br />CMU/METAL CONNECTOR ENGINEERING <br />