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MOISTURE BARRIER <br />BY OTHERS <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />UPLIFT CONNECTION PER/ <br />TYPICAL WALL SECTION <br />e <br />1 <br />r <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 />r� <br />I <br />TIT PRE -CAST LINTEL <br />PER PLAN <br />z <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 />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 BRACfT <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 DEC <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 />l <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 />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />--SUB FASCIA <br />"X <br />--MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />— <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 />! > <br />BLOCK TO ROOF DECK WITH 8d <br />ti <br />COMMON @ 3" O.C. <br />GABLE TRUSS <br />WALL SHEATHING PER PLAN <br />i <br />L OR T BRACE VERTICAL <br />REINFORCEMENT PER <br />TRUSS ENGINEERING <br />!i <br />-- <br />MOISTURE BARRIER SHALL BE <br />i <br />PROVIDED BETWEEN MASONRY <br />i <br />AND ALL UNTREATED LUMBER <br />. <br />GABLE TRUSS TO BOND BEAM W/ <br />- <br />META20 @ 48" O.C. W/ MIN (7) 10d x 1 <br />X <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />TOP OF FINISH <br />8'-1" ABOVE <br />--- <br />F.F.E. <br />TOP OF <br />GARAGEDOORR <br />6-1" ABOVE <br />F.F.E. - <br />- - <br />4'-9" ABOVE Ilk <br />F.F.E. <br />2'-9" ABOVE <br />F.F.E. <br />J <br />2x6x12 PT <br />CENTER BUCK <br />48" DIA. ANCHOR <br />2x4 PT TOP <br />I.OF OPENING <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 ''/2" x )t6" <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 />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />------ ----II - ---- - <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 />N0.5 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 />LATERAL BRACING MULTIPLE TRUSSES <br />O <br />U <br />O cy <br />O <br />`- APEX <br />� <br />0 <br />-1 <br />O N <br />N <br />N <br />co <br />J <br />u- <br />w <br />tds <br />J <br />5; true design studlos <br />Z <br />O <br />--— Y 4- <br />0 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />cn <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 />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />3 BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />W <br />CT <br />NEEDING BRACING ON -HE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />b <br />4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO) <br />p p� <br />5. DESIGNED PER BCSI-B3. 2007. <br />0] <br />p bag& <br />m } <br />CONTINUOUS LATERAL RESTRAINT WEB <br />MAX RACE SUBSTITUTE Q �, <br />WEB MEMBER SPECIFIED ALTERNATE BRACING; O <br />SIZE CLR T OR L_ SCAB !I (n <br />2x4 - - 1 ROW =2x4 (1)2x4 �I <br />2x4 2 ROWS 2x6 (2)2x4` U <br />_. T-BRACE FASTENED TO - - - - -- - ----- Z <br />WEB Wi 10d AT 6" O.C. 2x6 f 1 ROW 2x4 (1)2x6 w <br />2x6 2 ROWS _' 2x6 (2)2x4* 0 <br />2x8 -- 1 ROVV 2x6 -- (1)2x8 w <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 ti <br />IT <br />i, INDIVIDUAL WEB BRACING MAY BE USED V•JHEN CONTINUOUS LATERAL LO <br />- >= <br />RESTRAINT (CLR) !S SPECIFIED ON A TRUSS DESIGN BUT AN ' A <br />SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. O U) <br />WEB W/ 10d AT 6" O C . 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRAC!NG. L-BRACING. OR Z W <br />`IF (2) BRACES ARE V J REQUIRED. APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. Cn <br />MAX TO EACH FACE OF WEB 3 INDIVIDUAL WFB BRACING MATERIAL TO BE SAME SIZE, SPECIES AND 0 <br />GRADE AS WEB TO BE BRACED. w <br />Z <br />U) z W <br />CIOW O U) <br />w Q 73 <br />W <br />Z Q O <br />W m > 0 0 <br />o J W w <br />o W �W/ <br />J _X <br />z T <br />`— <br />O z <br />/ BOND BEAM <br />_ <br />* REINFORCEMENT <br />LLI <br />(SEE WALL SECTION) <br />w <br />O <br />FILL SOLID TO BOND BEAM <br />U <br />w <br />_ <br />LLI <br />8 F - # •• DEPTH OF LINTEL <br />ASSEMBLY "d" <br />�--GROUT <br />FILLED LINTEL ASSEMBLY <br />—8" FRECASf LINTEL SEE PLAN. <br />8 F-# <br />�- BONO BEAM <br />REINFORCEMENT <br />- <br />(SET WALL SECTION) <br />COURSING BELOW BOND <br />` <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />8U8 <br />�— <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />--- <br />8" PRECAST LINTEL SEE PLAN. <br />8U8 <br />-- <br />— BOND BEAM <br />O <br />REINFORCEMENT <br />uj <br />(.SEE WALL SECTION) <br />O <br />� <br />of <br />a_ <br />z <br />ui <br />U <br />_ -,=_= <br />— FILL SOLID TO BOND BEAM <br />O <br />Q <br />w <br />j/— LINTEL REINFORCEMENT <br />Abbott Park <br />0O <br />U <br />� <br />LL <br />LOT 005-01-Aui <br />o <br />8 F -1 - #—DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />H <br />--- #5 BOTTOM BAR TO EXTEND <br />Z <br />Z <br />NO LESS THAN 1" BEYOND <br />BEARING AT EACH END <br />} <br />0 <br />--- GROUT FILLED LINTEL ASSEMBLY <br />i <br />O <br />PROJECT NO. <br />w <br />0 <br />--- 8" PRECAST LINTEL SEE PLAN. <br />2020.001715 <br />O <br />LL <br />O <br />8F-1 -.,).j <br />} <br />= <br />DRAWN <br />P M L <br />o <br />U <br />O <br />Lu CHKD Lo <br />x EAF U) <br />Q Q <br />U <br />Q0111111111 (� <br />G N 0 <br />10 <br />I4�o 66 <br />Q <br />Z <br />B <br />��' S ATE OF .'�/� <br />0 02-26-2020 <br />W <br />U REVISIONS: ui <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date <br />W <br />(n J <br />cn <br />o o <br />O z <br />z O <br />U <br />W <br />I— <br />X ST=16 <br />w 1 <br />0- <br />CMl HAFTAL. r.ONNFCTOR FNGINFFRING< <br />