Laserfiche WebLink
ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />UPLIFT CONNECTION PER—� <br />TYPICAL WALL SECTION <br />SUB FASCIA <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER j I <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 />8'-1"ABOVE OIL T_ <br />F.F.E. 2x6xl 2 1 <br />CENTEI <br />TOP OF <br />6-1" ABOVE <br />F.F.E. <br />48" DIA. ANCHOI <br />4'-9" ABOVE <br />F.F.E. <br />2X4 PT TOP <br />(LOF OPENING <br />TYPICAL PORCH SHEATHING DETAIL 2x6 PT BUCK EACH SIDE OF OPENING <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) 2'-9" ABOVE <br />F.F.E. <br />PROVIDE (5) �" 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 416" <br />0'-9" ABOVE Ilk THICK WASHER w/ EACH ANCHOR. <br />F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />TOP OF OIL <br />CURB <br />F.F.E. <br />GARAGE DOOR JAMB DETAIL <br />PRE -CAST LINTEL <br />#5 CONT. PER PLAN <br />o I a <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP N <br />z_ <br />#5 CONT. VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />! 6" BEND INTO BOND BEAM <br />TOP OF WALL <br />! -- FILL BOTH LINTELS SOLID <br />o W/CONTINUOUSPOUR <br />-- -I---�-----------�I-------- <br />w <br />� I I <br />I I I <br />I I I <br />` PRE -CAST LINTEL PER PLAN MITER -CUT LINTELS AT CORNER, <br />CORNER TO BE TEMPORARILY <br />SHORED FOR MIN (7) DAYS j <br />LINTEL REINFORCING AT CORNER <br />11 I <br />�I � I <br />I I <br />I I I <br />I I I <br />I I <br />I <br />BLOCK PANEL EDGES j <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE FASTEN ROOF DECK TO PRECAST LINTEL SEE <br />OR FLATWISE) FRAMING @ 3" O.C. ON EDGE, SEE PLAN PLAN <br />6" O.C. IN FIELD WITH 8d <br />TOE -NAIL MIN 2x4 N0.2 SYP BLOCKING I <br />BETWEEN TRUSS TOP CHORDS W/ RINGSHANKS <br />_ i EXTEND REINFORCING TO <br />(3) 10d COMM NS EACH END ROOF DECK <br />END OF PIER W/ 6" BEND TO <br />2x4 SYP OUTRIGGER @ 24" O.C. j LAP WALL REINFORCING AS <br />CLIP TO GABLE TOP CHORD WITH SHOWN. <br />(1) H2.5T w/ (10) 8d x 1 '/2' <br />r 2x4 NO.2 SYP BLOCKING BETWEEN MIN (2) SOLID FILLED & <br />PROVIDE PANEL OUTLOOKERS. FASTEN EACH j REINFORCED <br />BAR ADJACENT TO 0.5 <br />EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d <br />NON -DROPPED GABLE COMMON @ 3" O.C. GARAGE DOOR OPENINGS. <br />FASTEN 2x6 NO.2 SYP <br />DIAGONAL BRACE TO NO.5 VERT. BAR IN FILLED <br />BLOCKING w/ (6) �' GABLE TRUSS CELL AT EACH END OF PIER <br />10d COMMONS <br />2x6 N0.2 SYP DIAGONAL BRA I NO. 5 DOWEL TO MATCH EACH <br />SEE PLAN WALL SHEATHING PER PLAN SOLID FILLED & REINFORCED <br />• UP TO 8FT SINGLE 2x6 ONLY � G � i I i III CELL EXTENDING FROM FOOTING <br />• UP TO 20 FT, 2x6 W/ 2x6 T-BRACEJ I � I I I I I TO LAP WALL REINFORCING <br />L OR T BRACE VERTICAL W/ MIN 25" LAP UNLESS NOTED <br />REINFORCEMENT PER OTHERWISE ON DOWEL & LINTEL <br />TRUSS ENGINEERING PLACEMENT PLAN. MIN 6" BEND <br />FASTEN 2x6 NO.2 SYP AT BOTTOM. <br />"T-BRACE" TO DIAGONAL BRACE \ 1 <br />w/ 10d COMMONS @ 3" O.C. \. CONCRETE <br />MOISTURE BARRIER SHALL BE <br />8'-0" OR AS SHOWN ON PLAN PROVIDED BETWEEN MASONRY i FOUNDATION WORK <br />AND ALL UNTREATED LUMBER TOP OF FINISH I PER PLAN <br />i FLOOR SLAB <br />GABLE TRUSS TO BOND BEAM W/ <br />META20 @ 48" O.C. W/MIN (7) 10d x 1 '/z" I I I <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR �' BEAM W/ HTSM20 OR MSTAM36) \ -I---- --------------- <br />I I I <br />FROM DIAGONAL BRACE TO CMU <br />\ I I I \ \ <br />MOISTURE BARRIER BETWEEN MASONRY <br />\\ \ <br />AND NON -PT LUMBER BY OTHERS - --- \ \ \ <br />GABLE ANGLE BRACING DETAIL W HHGAM10 <br />B3 <br />1) MAX. TRUSS SPACING = 24" O.C. <br />2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM <br />PORTIONOVERHANG 1" OR EOVERHANGSOF DETAIL FOR SS ON DROPPED GABLE <br />TRUSSES W/2GARAGE SHEAR PIER <br />6" MAX <br />IT' MAX <br />6" MAX <br />6" MAX <br />6" h <br />' K <br />TRUSSES NEEDING BRACING <br />0 <br />v <br />OcT <br />O 0 <br />04 <br />APEX <br />0 <br />O \ <br />O <br />N <br />coN_j d <br />LL � <br />W t s <br />J <br />_l <br />> Itrue 0 sign stud dos <br />0 <br />U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />q <br />SUITE100,JACKSONVILLE,FL32211 <br />0 <br />� <br />q <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 />0 <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />W <br />c: <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 />IIHOMN' <br />5. DESIGNED PER BCSI-B3, 2007. <br />J <br />00 <br />-- - <br />LLI <br />AX I' CONTINUOUS LATERAL RESTRAINT WEB —1, '' <br />BRACE SUBSTITUTE <br />!I WEB MEMBER 'I�PECIFIED ALTERNATE BRACING <br />SIZE CLR T OR L SCAB (A <br />_ —1 Q <br />2x4 1 ROW 2x.4 (1)2x4 a) <br />�I 2x4 2 ROWS 2x6 (2)2x4* U <br />-- T-BRACE FASTENED TO -'�-- —r�i z <br />- ------ <br />WEB W/ 10d AT 6" O.C. 2x6 1 ROW 2x4 (1)2x6 W <br />it 2x6 2 ROWS 2x6 (2)2x4* 0 <br />2x8 1 ROW Lu <br />2x6 ! (1)2x8 <br />�I 2x8 2 ROWS ! 2x6 (2)2x6* j <br />�- - - - —' O <br />L-BRACE FASTENED TO 00 <br />WEB W.i 10d AT 6" O.C. O <br />SINGLE TRUSS BRACING ti <br />lqT <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO <br />ti >= <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. Z V J <br />*IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR w <br />REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) M _ <br />AX 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 � 1..` <br />J w <br />UJ O u) <br />w <br />W Q <br />W <br />Z_ <br />0 > Q Q <br />Z W <br />W 0 W <br />W <br />J 2 <br />W w <br />O �' �/ <br />LL LL X <br />Z Qp z <br />0 <br />} <br />BOND BEAM <br />I <br />REINFORCEMENT <br />w <br />J­ \ <br />(SEE WALL SECTION) <br />f -d <br />oa <br />'� <br />FILL SOLID TO BOND BEAM <br />w; <br />L_i. <br />L <br />I <br />_4 <br />L. --- <br />8 F - # <br />DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />• <br />-1- y BOND BEAM <br />` REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />==T BEAM MAY BE FILLED OR <br />UNFILLED <br />0 8U8 0 l <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />BOND BEAM <br />- REINFORCEMENT <br />W <br />UJ <br />-_ (SEE WALL SECTION) <br />H <br />FILL SOLID TO BOND BEAM <br />O <br />a <br />co <br />uj <br />w I <br />--- <br />LINTEL REINFORCEMENT <br />Q <br />A bolt Park <br />b <br />W <br />-j <br />O <br />LOT 004-02-A <br />- � <br />8 F -1 - # --DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />o <br />L� <br />U <br />#5 BOTTOM BAR TO EXTEND <br />Z <br />NO LESS THAN 1' BEYOND <br />Z <br />BEARING AT EACH END <br />} <br />GROUT FILLED LINTEL ASSEMBLY <br />O <br />PROJECT NO: <br />Q <br />8" PRECAST LINTEL. SEE PLAN. <br />0 <br />2020.001722 <br />W <br />8 F--1e_# <br />U <br />DRAWN:KG <br />° <br />O <br />LO <br />CHKD' <br />EAF <br />W <br />J <br />Q <br />U <br />Q <br />iN LA/V/ <br />(n <br />U) <br />� <br />LLJ <br />No <br />85 <br />Q <br />Z <br />i 1 : <br />nn 7[ <br />•• � <br />N <br />LU <br />•► <br />0:• S TE OF :��`cn <br />R 4,. ♦ �% <br />Z <br />ZAi <br />O <br />02-25-2020 <br />0 <br />F= <br />U <br />REVISIONS: <br />_ <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w <br />U J <br />Q <br />� U <br />(� CAI <br />O I-- <br />O Z <br />Z <br />X 0 <br />U <br />uj <br />I— <br />X <br />w ST <br />a_ <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />