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MOISTURE BARRIER <br />BY OTHERS <br />UPLIFT CONNECTION PER- <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 />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />PRE -CAST LINTEL <br />#5 CONT. I PER PLAN <br />o 0- <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP N <br />#5 CONT. -� <br />o - - 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 />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 BRACir <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 <br />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON EDGE, <br />6" O.C. IN FIELD WITH 8d <br />RINGSHANKS I <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 />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />SUB FASCIA <br />-MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <br />2x4 SYP OUTRIGGER @ 24" O.0 <br />-_�CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1 '/2' <br />2x4 NO.2 SYP BLOCKING BETWEEN <br />OUTLOOKERS. FASTEN EACH <br />BLOCK TO ROOF DECK WITH 8d <br />COMMON @ 3" O.C. <br />i-- 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 />�I <br />GABLE TRUSS TO BOND BEAM W/ <br />META20 @ 48" 0 C. W/ MIN (7) 10d x 1-'/V <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />MOISTURE BARRIER BETWEEN MASONRY--- - J <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 />8'-1" ABOVE <br />F.F.E. <br />TOP OF <br />GARAGE DOOR <br />6-1" ABOVE _ <br />F.F.E <br />F.F.4'-9ABOVE <br />F.F.E. <br />2'-9" ABOVE <br />F.F.E. <br />(LOF OPENING <br />2x6x12 PT <br />CENTER BUCK <br />48" DIA. ANCHOR <br />2x4 PT TOP BUCK <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 48' 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 Y2" x 41e" <br />0'-9" ABOVE THICK 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 />TOP OF WALL <br />4�- � - <br />SEE PLAN <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 />I NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />I I 1 CELL EXTENDING FROM FOOTING <br />I i TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />l i l PLACEMENT PLAN. MIN 6" BEND <br />I i l AT BOTTOM. <br />11 I1 I I <br />II CONCRETE <br />III FOUNDATION WORK <br />TOP OF FINISH _ I 4 I-._ PER PLAN <br />FLOOR SLAB - <br />I I I <br />I I I <br />I I I <br />\ I I I <br />-I-- ------------- <br />?/X/ <br />I I I <br />I I I <br />I I I <br />\ \ I I I \ <br />\ / \ \ <br />GARAGE SHEAR PIER <br />T6T" MAX <br />MAX <br />6" MAX <br />16" MAX <br />t 6" <br />tT <br />TRUSSES NEEDING BRACING <br />of <br />UI <br />O <br />CD <br />N OI <br />APEX 01 <br />00 WI <br />N' <br />CD 0I0I <br />� t131 <br />04 <br />04 <br />m "i I <br />U- mc <br />W tds -6 <br />J <br />J true design studios N <br />z <br />I O <br />U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />O <br />'6 <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />O <br />N <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 />� <br />011HOMN <br />co <br />� <br />5. DESIGNED PER BCSI-63, 2007. <br />a) <br />phff&*0$ I <br />o <br />-_ - -- = - - _-- - - I W <br />MAX CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />t----------11 <br />II WEB MEMBER SPECIFIED;_ALTERNATE BRACING <br />SIZE 'I CLR � TOR L SCAB i (A <br />2x4 1 ROW 2x4 -� (1)2x4 <br />T-BRACE FASTENED TO 2x4 _ J 2 ROWS 2x6 (2)2x4' U <br />2x6 1 ROW 2x4 (1)2x6- W <br />WEB W! 10d AT 6" O.C. 2x6 - -_ -: 2 ROWS 2x6 (2)2x4* <br />2x8 1 ROW 2x6 (1)2x8 LU <br />2x8 2 ROWS 2x6 (2)2x6" <br />L-BRACE FASTENED TO O <br />WEB W/ 10d AT 6" O C. O <br />O <br />SINGLE TRUSS BRACING <br />1. INDIVIDUAL WEB BRACING MAYBE USED WHEN CONTINUOUS LATERAL LO <br />�- SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN A <br />WEB W/ 10d AT 6" O.C. ALTERNATIVE WEB BRACING METHOD IS DESIRED. O (f, <br />-IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z W <br />REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. LO <br />MAX TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND (1) 9 < <br />W <br />GRADE AS WEB TO BE BRACED. z It <br />m Uj O U) <br />it <br />W QW <br />_Z <br />0 M > Q Q <br />LU W W o <br />0 0 J W W <br />W W <br />o <br />J X <br />LL <br />O Z <br />-.i-- <br />-BOND BEAM <br />° <br />�i-I ' <br />REINFORCEMENT <br />w <br />�I <br />LL <br />(SEE WALL SECTION) <br />w <br />FILL SOLID TO BOND BEAM <br />wI <br />L <br />- <br />8 F - # - <br />DEPTH OF LINTEL <br />ASSEMBLY "d" <br />—GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />• <br />BOND BEAM <br />REINFORCEMENT <br />- (SEE WALL SECTION) <br />1 k7 <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 />sus <br />--�- <br />- --; -, <br />BOND BEAM <br />o <br />p <br />REINFORCEMENT <br />w <br />(SEE WALL SECTION) <br />uJ <br />- -�— <br />a <br />z <br />Ix <br />FILL SOLID TO BOND BEAM <br />OU <br />cUn. <br />LL <br />w <br />�I <br />r .._._rL <br />- <br />w <br />_ <br />, <br />1--LINTEL REINFORCEMENT <br />/ <br />� <br />Abbott Park <br />J <br />8 F -1 - #-+ <br />DEPTH OF LINTEL ASSEMBLY "d" <br />ILL <br />LOT 007-01-A <br />o <br />#5 BOTTOM BAR TO EXTEND <br />U <br />Z <br />Q <br />z <br />NO LESS THAN 1" BEYOND <br />BEARING AT EACH END <br />} <br />--- <br />GROUT FILLED LINTEL ASSEMBLY <br />O <br />PROJECT NO: <br />U) <br />W <br />— 8" PRECAST LINTEL. SEE PLAN. <br />O <br />2020.001717 <br />p <br />ILL <br />8F-1-# <br />� <br />Dom"'" sl_c <br />o <br />w— <br />LO <br />f <br />CHKD: <br />EAF <br />XCL <br />Q <br />Q <br />Q <br />U <br />U) <br />m <br />4111 . �,� �• sF �., <br />z_ <br />0 8 <br />1 6 .. <br />'S <br />S`LU <br />•,�,��` ••• R SOP• N <br />��� <br />.• <br />Z <br />1111/ <br />O <br />02/25/2020 <br />p <br />f= <br />w <br />U <br />REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date <br />-- -- w <br />(q J <br />} --- - U <br />- - - - (1) <br />0 0 <br />O Z <br />2 0 <br />U <br />w <br />H <br />X <br />W ST=6 <br />CIVIII/MFTAI CONNFCTOR FN(.INFFRIN(.a <br />