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M','..-l:.ty^.'=Y. <br />�F <br />t ��Y§�'Ta.'fA <br />�'a-i -.sq,. <br />w..-x•�q,{. �.. <br />IF <br />A <br />4 <br />r <br />MOISTURE BARRIER <br />BY OTHERS <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 />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />J:.. TYPICAL PORCH <br />CEILING BOARD PER <br />PLAN. SEE: TABLE 2; <br />SHEET ST-1 (PORCH <br />CEILING BOARD) <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />v <br />v <br />IT <br />a <br />N <br />Z <br />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <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 />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />OR FLATWISE) <br />ROOF <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 />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 />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1%' <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 0 48" O.C. W/ MIN (7) 10d x 1%" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 M MSTAM36) <br />8'-1" ABOVE OIL_ <br />F.F. 2x6xl21 <br />CENTEI <br />Z•TI•T <br />6-1" ABOVE <br />F.F.E. <br />" DIA. ANCHOI <br />4'-9" ABOVE <br />F.F.E. <br />2'-9" ABOVE OIL <br />F.F.E. <br />2x4 PT TOP <br />rLOF OPENING <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 48" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 '/" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 '/" x 116" <br />0'-9" ABOVE 09LTHICK WASHER w/ EACH ANCHOR. <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 />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />TOP OF WALL <br />I I I <br />I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I <br />I I I <br />I � I <br />II I <br />II I I <br />I <br />- i---i------ ---------------- <br />I I <br />I I I <br />I I I <br />I I <br />I I I <br />I I I <br />I PRECAST LINTEL SEE <br />SEE PLAN <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 />I i NO.5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />I I I I I CELL EXTENDING FROM FOOTING <br />l i i i TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />l i i i PLACEMENT PLAN. MIN 6" BEND <br />I j l I I AT BOTTOM. <br />II II , I <br />l I I CONCRETE <br />l i i i FOUNDATION WORK <br />TOP OF FINISH I PER PLAN <br />FLOOR SLAB <br />I I I <br />I I I <br />I I I <br />I I <br />/ I I I <br />I I I <br />\ \ I I I \ \ <br />I I I <br />i I I <br />-`____-` <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />O <br />U <br />O <br />O O <br />APEX <br />0 <br />N <br />O <br />� (Q <br />V <br />N <br />M I <br />LL, <br />LL <br />J tds <br />J true design studios 4)4) <br />z <br />0 <br />C0 �) U 9000 REGENCY SQUARE BLVD. c <br />LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 0 <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 />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />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). <br />i <br />N <br />a <br />5. DESIGNED PER BCSI-133, 2007. <br />N <br />TMAX <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 />-6 MAX TO EACH FACE OF WEB. <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />— FILL SOLID TO BOND BEAM <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER <br />SPECIFIED <br />ALTERNATE BRACING <br />SIZE <br />CLR <br />T OR L 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 />U <br />z <br />W <br />0 <br />NW <br />w <br />O <br />O <br />O <br />SINGLE TRUSS BRACING ti <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL Iul <br />,- <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ♦^ <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. Z V, <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR W <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. (A <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W <br />GRADE AS WEB TO BE BRACED. � � � W <br />Uj 0 cn <br />W Q <br />z_ \Q <br />O / 0. Q <br />LU W o <br />oc W W <br />OLL <br />LL <br />X <br />z r' <br />O z <br />- 0 <br />8 F - # . DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />8F-# <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />I r <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />0 8JU8 a <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />BOND BEAM <br />REINFORCEMENT <br />p <br />J <br />(SEE WALL SECTION) <br />O <br />= <br />FILL SOLID TO BOND BEAM <br />a <br />0 <br />Z <br />a <br />uvi <br />Uj <br />U <br />LL. <br />=p <br />LINTEL REINFORCEMENT <br />ABBOT PARK <br />J <br />' <br />O <br />U <br />8 F -1 - #- DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />LOT 00"7 A <br />w <br />V <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />z <br />Z z <br />BEARING AT EACH END <br />} <br />0 <br />GROUT FILLED LINTEL ASSEMBLY <br />O <br />PROJECT NO: <br />Q <br />8" PRECAST LINTEL. SEE PLAN. <br />O <br />2019.007592 <br />8F-1-# <br />U <br />DRAWN. SPBJ <br />O <br />r <br />O <br />CHKD: <br />x <br />EAF <br />CO <br />a <br />a <br />F •, •, <br />z <br />W <br />60 <br />;' 851 <br />z <br />0,�- <br />W': <br />S TE OF : �4U <br />s •..... <br />. <br />O_ <br />09-�1� -19' <br />p <br />H <br />W <br />U <br />REVISIONS: <br />co <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date <br />W <br />fA -J <br />U <br />U) <br />j O <br />z z <br />0 10 <br />p <br />H <br />x <br />w ST=6 <br />a <br />CMUIMETAL CONNECTOR ENGINEERINGa <br />