Laserfiche WebLink
r _.R-_li :� . . �. ... .. ..,. .. �. ..... �. , <br />I <br />� i. <br />RR�I!1'��a ! l• Y _ fA Irl1.. � np r.1 rRQL _ II�R �LARIIIIr 1�\l�Sr��RDI � e>•r:llRr .). Ire .. <br />8'-1"ABOVE <br />F.F.E. <br />-� . <br />MOISTURE BARRIER <br />BY OTHERSLl <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />TYPICAL PORCH <br />CEILING BOARD PER <br />PLAN. SEE TABLE 2; <br />SHEET ST-1 (PORCH <br />CEILING BOARD) <br />U" <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 @ Y 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 (2J ❑ 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 />ROOF DECK <br />ROOFTRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <br />CRICKET BY BUILDER <br />\ <br />\ <br />TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 <br />SHEATHING TO PT PLATE -- IN TRUSS <br />W/ 8d COMMON @ 3" O.C. <br />IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION <br />HEIGHT, BUILD UP PER THE FOLLOWING DETAIL <br />,�,,,,� WOOD KNEEWALL OVER MAS <br />r�vv5 <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 BRACI7 <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 />N RY <br />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON EDGE, <br />6" O.C. IN FIELD WITH 8d <br />RINGSHANKS <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 />2x4 SYP OUTRIGGER @ 24" O.C. <br />�- CLIP TO GABLE TOP CHORD WITH <br />_ (1)H2.5Tw/(10)8dx1-Y2' <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 />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/ 12" OR LESS OVERHANGS. <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 '/Y" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />TOP OF WALL <br />TOP OF <br />GARAGE DOOR <br />ABOVE <br />F.F. <br />F.F.E. <br />ABOVE <br />P.F.E.F.F. <br />F.F. ABOVE <br />OIL <br />F.F.E. <br />rLOF OPENING <br />2x6x12 I <br />CENTEI <br />48' 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 '/z" x 4" <br />0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. t8 <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 />v <br />PRE -CAST LINTEL <br />PER PLAN <br />a <br />Lo <br />Z <br />2 <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 />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 />\ \/ <br />GARAGE SHEAR PIER <br />E <br />O <br />U <br />O <br />O O <br />LO APEX <br />CN <br />00 <br />14: v <br />0) a) <br />cl <br />� (li <br />N <br />N <br />co <br />LL <br />-c. <br />W <br />J tds J-6 true design studios N( . <br />z <br />TRUSSES NEEDING BRACING <br />0 <br />Y <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />v <br />O <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 />o <br />cr) <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />c <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />FW-• <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />4. ALL FASTENERS <br />R07 .131" x 3" LONG (UNO). <br />(n <br />04ftlHorfloN <br />5. DESIGNED PER BCSO 3N2 <br />N <br />Jco <br />I <br />- -- - _ wAwkr <br />j CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE Q <br />- <br />WEB MEMBER -ALTERNATE BRACINGSIZE CLRLS7PECIFIED <br />TOR L SCAB � <br />2x4 1 ROW 2x4 (1)2x4 } N <br />2x4 2 ROWS 2x6 (2)2x4* U ?j <br />T-BRACE FASTENED TO z <br />WEB W/ 10d AT 6" O.C. ! 2x6 1 ROW 2x4 (1)2x6 LLI <br />2x6 2 ROWS 2x6 (2)2x4* <br />2x8 1 ROW 2x6 (1)2x8 � <br />L2x8_ 2 ROWS 12x6___ (2)2x6* O <br />L-BRACE FASTENED TO 00 <br />WEB W/ 10d AT 6" O.C. O <br />SINGLE TRUSS BRACING <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO <br />� <br />SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />WEB W/ 10d AT 6" O.C. ALTERNATIVE WEB BRACING METHOD IS DESIRED, O V J <br />'IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z <br />REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) Uj <br />TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W <br />GRADE AS WEB TO BE BRACED. z <br />100 Uj O try <br />U <br />W Q <br />W � O <br />z <br />w m W o <br />0 0 J w 2: <br />LLJ LLJ ti <br />O x. <br />z aU. <br />0 Z <br />T H 0: <br />BOND BEAM i BOND BEAM <br />REINFORCEMENT � REINFORCEMENT � <br />W <br />J (SEE WALL SECTION) J �__ (SEE WALL SECTION) 0 � <br />11 z . <br />_ _ FILL SOLID TO BOND BEAM = = FILL SOLID TO BOND BEAM O d <br />w w r L 0 ILL <br />w , w _—�! Q W <br />D LINTEL REINFORCEMENT Abbot Park Q <br />OJ U) <br />1 - LL <br />8 F - #-•-- DEPTH OF LINTEL �— LOT 046-03 0 <br />_ 8 F -1 # DEPTH OF LINTEL ASSEMBLY "d" Q _ <br />ASSEMBLY "d" W <br />� _ - - - -- <br />U Q <br />GROUT FILLED LINTEL ASSEMBLY #5 BOTTOM BAR TO EXTEND Z Z , <br />NO LESS THAN 1" BEYOND _ <br />8" PRECAST LINTEL. SEE PLAN. BEARING AT EACH END } <br />� U : <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: Q <br />8" PRECAST LINTEL. SEE PLAN. O 2020.003566 LL <br />Z —. _ 0 <br />8F-# 8F-1 -# = DRAWN c <br />0 JTM <br />O <br />LO <br />CHKD: <br />-� BOND BEAM X EAF . <br />REINFORCEMENT <br />(SEE WALL SECTION) d J <br />Q a• <br />X 0 <br />�► rr <br />J < %% 1N A <br />COURSING BELOW BOND co� ��G•E .S i��i' <br />BEAM MAY BE FILLED OR : F z <br />UNFILLED W 85 6 <br />Z <br />y • ^ <br />r 13 - •rye- x IJ ' <br />0 8U8 0 0 r <br />:� ' STA OF : lU: <br />w i O �(/ <br />LINTEL MAY BE FILLED Q ���sR , P C?`Z <br />OR UNFILLED Z '1,S./ pNA1- E?--` <br />8" PRECAST LINTEL. SEE PLAN. <br />(n rrrrrlt�ttllt�� Q�Q <br />0 04-30-2020 Q <br />8U8 t= W <br />0 REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date ' ~ <br />W <br />U <br />-- <br />0 z <br />�— <br />Z <br />= o <br />0 <br />W <br />H <br />X <br />ST=6 <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />