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i <br />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 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 />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 />PER PLAN <br />a <br />J <br />U) <br />N <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 COMMQNS 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 BRACE7 <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 />MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS <br />GABLE ANGLE BRACING DETAIL <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 />MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <br />�*-2x4 SYP OUTRIGGER @ 24" O.C. <br />L 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 />/ HGAM 10 <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 @ 48" O.C. W/ MIN (7) 10d x 1 11V <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />ABOVE <br />F. F. <br />F.F.E. <br />TOP OF <br />GARAGE DOOR <br />6'-1" ABOVE <br />F.F.E. <br />4'-9" ABOVE <br />F.F.E. <br />ABOVE <br />F.F.E.F.F. <br />tj <br />2x6x12 PT <br />CENTER BUCK <br />" DIA. ANCHOR -- <br />2x4 PT TOP BUCK <br />4.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 Yi' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 Y2' x 4,s" <br />0'-91'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 />OIL <br />GARAGE DOOR JAMB DETAIL <br />vA <br />— VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />lam_ I <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 />I I I <br />I I I \ \ <br />I I I <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />c <br />U <br />O > <br />O C <br />N C <br />`OAPEX <br />c <br />04 L <br />00qT <br />aJ <br />0 a <br />cc <br />04 <br />M <br />J O <br />LL <br />tds <br />J <br />J � <br />true design studios <br />Z <br />zz <br />I o <br />U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES a suITEloo,JACFCsoWv�LLE,FL32211 cn <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 />N <br />cn <br />3. BRACING L UMBER 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. 4. ALL FASTENERS SHOWN ARE. 131" x 3" LONG (UNO). <br />� <br />01HOOON' <br />5. DESIGNED PER BCSI-B3, 2007. <br />L" MAX <br />=6" MAX <br />T" MAX <br />L" MAX <br />16" MAX <br />i6" MAX <br />T <br />- <br />BOND BEAM <br />REINFORCEMENT <br />J <br />(SEE WALL SECTION) <br />_', <br />FILL SOLID TO BOND BEAM <br />U <br />U <br />I <br />--- <br />8 F - # <br />DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />�J <br />COURSING BELOW BOND <br />_= BEAM MAY BE FILLED OR <br />( UNFILLED <br />L` ° <br />8U8 <br />i <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />J r ! t <br />00 <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE Q <br />r WEB MEMBER SPECIFIED ALTERNATE BRACING I � <br />---- SIZE _. Il.. _. CLR LT OR L _ SCAB CA <br />2x4 1 ROW r 2x4 (1)2x4 . <br />2x4 2 ROWS 2x6 (2)2x4` U ' <br />T-BRACE FASTENED TO---- - - --- - - t Z <br />WEB W/ 10d AT 6" O.C. i 2x6 1 ROW 2x4 (1)2x6 W <br />2x8 1 ROW 2x6 2x6 2ROWS 2x6(2)2x4` w <br />------ - - -r- <br />- (1)2x8 <br />�2x8 _- I� .2 ROWS 2x6 (2)2x6" � O <br />L-BRACE FASTENED TO CD <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 />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 w <br />REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) <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. <br />CIO Uj O cn <br />w <br />W QW <br />Z_ <br />z 0 Q <br />m w W <br />w W <br />o J � <br />0 w w <br />O Of <br />U- x <br />Z r <br />o_ Z <br />BOND BEAM 0 <br />F-'. REINFORCEMENT <br />U (SEE WALL SECTION) w <br />a Z <br />FILL SOLID TO BOND BEAM w w <br />O tl <br />LU <br />�+ U LL_ <br />w . r_ Q <br />j-. <br />LINTEL REINFORCEMENT J <br />_ 1 Abbott Park <br />L LL <br />8 F -1 - #— DEPTH OF LINTEL ASSEMBLY "d" aC LOT 001-02-A W <br />#5 BOTTOM BAR TO EXTEND U Q <br />NO LESS THAN 1" BEYOND z z <br />BEARING AT EACH END 0 <br />GROUT FILLED LINTEL ASSEMBLY PROJECT NO: W <br />8" PRECAST LINTEL. SEE PLAN. O 2020.001718 <br />LL <br />8F-1-# v DRAWN: KG - O <br />O <br />1.-CHKD. co <br />EAF co <br />X <br />LU Ill <br />Q Q <br />X U <br />cn <br />00 Z <br />0 <br />Z <br />0 <br />O <br />W � <br />Q Z <br />Z <br />� QQ <br />O 02-25-2020 Q <br />t= w <br />cn <br />U REVISIONS: LU <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date I-- <br />w <br />- Q <br />0 O <br />O Z <br />U � <br />W <br />H <br />X ST=6 <br />W <br />W <br />rnei URAPTei rnNN9'rTnQ IMMKIPPRINIM. <br />fry <br />