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FcuSign Envelope ID: A095C3AF-A07D-4010-AA89-00747822C066 <br />L�z UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />i. <br />;, . <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />PLAN. SEE TABLE 2; <br />SHEET STA (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 />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMM NS 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 />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />OR FLATWISE) <br />ROOF DECK - <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 <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/ 9" 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 />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />—T 2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />` (1) H2.5T w/ (10) 8d x 1-1/2' <br />2x4 NO.2 SYP BLOCKING BETWEEN <br />OUTLOOKERS. FASTEN EACH <br />BLOCK TO ROOF DECK WITH 8d <br />COMMON @ 3" O.C. <br />/ HGAM 10) <br />2021 V1.0 <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 '/2" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />TOP OF WALL <br />TOP OF FI <br />8'-1" ABOVE <br />F.F.E. <br />TOP OF <br />6-1"ABOVE <br />F.F.E. <br />4'-9" ABOVE <br />F.F.E. <br />2'-9" ABOVE <br />F.F.E. <br />rLOF OPENING <br />2x6x12 PT -- <br />CENTER BUCK <br />" DIA. ANCHOR <br />2x4 PT TOP BUCK <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5)" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 1/2' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 %" x 416" <br />0'-9"ABOVE THICK WASHER w/ EACH ANCHOR. <br />F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />TOP OF L — <br />CURB <br />F.F.E. <br />GARAGE DOOR JAMB DETAIL <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 26" LAP <br />#5 CONT. <br />v <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 />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 />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 />I I I - <br />i---- i--� ---- <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING — <br />O� <br />U <br />O <br />O O <br />APEX <br />0 <br />1 <br />rn aD <br />cc <br />N <br />M <br />---I ' <br />LL <br />W <br />J tds -6 <br />J true design studios N <br />O <br />- -� (A <br />Y 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING -MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 CA <br />O <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />O <br />O <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />O <br />C <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />LU <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.4 <br />@ <br />ALL FASTENERS SH <br />D, <br />, <br />O,� <br />5. DESIGNED PER BCSII- 3NMOSTI31CURRENTONG EDIT ON.) <br />N <br />-I6" MAX <br />;6" MAX <br />T" MAX <br />6. <br />_ 6" MAX <br />MAX <br />MAX <br />m <br />CONTINUOUS LATERAL RESTRAINT WEB w <br />C _ _BRACE SUBSTITUTE_ < <br />Q <br />CIFC <br />�AL <br />EBSIZE MEIMBER� SP CLRIED T ORRNATE B AB ING 0 <br />2x4 1 ROW 2x4 (1)2x4 j <br />2x4 2 ROWS 2x6 (2)2x4* U <br />T-BRACE FASTENED TO z <br />WEB W/ 10d AT 6" O.C. 2x6 1 ROW 2x4 (1)2x6 LU <br />2x6 j 2 ROWS 2x6 r <br />)2x4* 0 <br />2x8 12x6 )2x8 w <br />�x8 J[11R�OVV <br />WS 2x6 (2)2x6* � <br />L-BRACE FASTENED TO � <br />WEB W/ 10d AT 6" O.C. O <br />SINGLE TRUSS BRACING <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL U') <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ti <br />SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. O V ) <br />WEB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR z w <br />R (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) <br />W 3. INDIVIDUAL TO EACH FACE OF WEB. _ <br />REQUIRED, APPLY BRACE INIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W <br />n/ <br />GRADE AS WEB TO BE BRACED. <br />BOND BEAM <br />REINFORCEMENT <br />J <br />(SEE WALL SECTION) <br />w <br />FILL SOLID TO BOND BEAM <br />U <br />w <br />-_ <br />W <br />o 0 <br />8 F - #— DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />i <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />77 BEAM MAY BE FILLED OR <br />UNFILLED <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />w <br />J <br />0 <br />w <br />U <br />U) <br />LU <br />LU <br />U) <br />J Z w <br />LU O w <br />LU <br />w Q <br />w � O <br />z_ <br />> Q Q <br />w w o <br />o <br />0: w w <br />o <br />x <br />LL <br />z a <br />o z <br />BOND BEAM Q <br />REINFORCEMENT < <br />(SEE WALL SECTION) <br />a. z <br />�— FILL SOLID TO BOND BEAM <br />O a <br />U LL <br />Q <br />�— LINTEL REINFORCEMENT ABBOTT PARK Q <br />OJ __--- - (A <br />LL <br />LOT 016-03 0 <br />8 <br />F -1 - #—DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />W <br />H <br />45 BOTTOM BAR TO EXTEND <br />U <br />NO LESS THAN 1" BEYOND <br />Z <br />z <br />BEARING AT EACH END <br />>_ <br />GROUT FILLED LINTEL ASSEMBLY <br />O PROJECT NO. <br />LU <br />8" PRECAST LINTEL. SEE PLAN. <br />2021.006618 <br />O <br />LL <br />_ <br />z <br />— o <br />8F-1-# <br />DRAW N: <br />= KME <br />o <br />U _ O <br />LU <br />CHKD: u7 <br />MJP x <br />a Q <br />U <br />Q���►�r,�������i U) <br />%i 0 <br />co`�%% �•..�C�EIVSF•.9 �i�� z <br />LU No 85166 <br />Q <br />O LU ,<..... <br />/1 EF4: ♦ U),n'. ,c� P .• '1�1 0 <br />Q ��iFS O R,•o'••QI �:I z <br />Q <br />_O 05-18-2021 p <br />F- W <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date <br />LU <br />U) J <br />Q <br />O H <br />O - -- - Z <br />U - - Q <br />w <br />X S �" Ir <br />LU <br />a <br />CMUIMETAL CONNECTOR ENGINEERING <br />