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)ocuSign Envelope ID: 27030141-407C-4A95-9E01-76D3151029B1 <br />R <br />1riUjJL4 Ji L " .- u. , - 1J46IIIIIIIIIIIIII <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />— ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />SUB FASCIA <br />_ <br />IJO1� <br />MOISTURE BARRIER <br />TYPICAL PORCH <br />BY OTHERS <br />�'= <br />CEILING BOARD PER <br />PLAN. SEE TABLE 2; Q• <br />MOISTURE BARRIER <br />o <br />SHEET ST-1 (PORCH <br />BY OTHERS <br />CEILING BOARD) <br />MASONRY LINTEL <br />' <br />PER PLAN <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />FASTEN ROOF DECK TO <br />OR FLATWISE) <br />FRAMING @ 3" O.C. ON <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />EDGE, 6" O.C. IN FIELD <br />BETWEEN TRUSS TOP CHORDS W/ <br />WITH RSRS-01 <br />(3) 10d COMM <br />NS EACH END ROOF DECK <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />- - <br />CLIP TO GABLE TOP CHORD WITH <br />(1)H2.5Tw/(10)8dx1'/2" <br />F <br />2x4 NO.2 SYP BLOCKING BETWEEN <br />PROVIDE PANEL <br />I <br />OUTLOOKERS. FASTEN EACH <br />EDGE BLOCKING FOR <br />BLOCK TO ROOF DECK WITH 8d <br />NON -DROPPED GABLE <br />COMMON @ 3" O.C. <br />FASTEN 2x6 N0.2 SYP <br />j <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) <br />j <br />GABLE TRUSS <br />10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BRA , <br />j <br />SEE PLAN <br />WALL SHEATHING PER PLAN <br />• UP TO 8FT SINGLE 2x6 ONLY <br />• UP TO 20 FT, 2x6 W/ 2x6 T-BRACE <br />L OR T BRACE VERTICAL <br />REINFORCEMENT PER <br />� <br />TRUSS ENGINEERING <br />FASTEN 2x6 N0.2 SYP <br />j <br />"T-BRACE" TO DIAGONAL BRACE <br />w/ 10d COMMONS @ 3" O.C. <br />� <br />MOISTURE BARRIER SHALL BE <br />8'-0" OR AS SHOWN ON PLAN <br />PROVIDED BETWEEN MASONRY <br />AND ALL UNTREATED LUMBER <br />8 <br />GABLE TRUSS TO BOND BEAM W/ <br />META20 @ 48" O.C. W/ MIN (7) 10d x 1 '/2" <br />_ <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR <br />�' <br />BEAM W/ HTSM20 OR MSTAM36) <br />FROM DIAGONAL BRACE TO CMU <br />MOISTURE BARRIER BETWEEN MASONRY <br />AND NON -PT LUMBER BY OTHERS <br />ANGLE BRACING DETAIL (W/ HGAM10)B3)GABLE <br />1) MAX. TRUSS SPACING = 24" O.C. <br />2021 V1.0 <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 />8'-1" ABOVE <br />F.F.E. <br />TOP OF <br />6'-1" ABOVE <br />F.F.E. <br />4'9"ABO-- <br />F.F.E. <br />2'-9" ABOVE <br />F.F.E. <br />q_OF OPENING <br />2x6x12 I <br />CENTEI <br />48' DIA. ANCHOI <br />2x4 PT TOP <br />-- 2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) %" 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 Yz' 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 <br />CURB <br />F.F.E. <br />GARAGE DOOR JAMB DETAIL <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN, 25" LAP <br />#5 CONT. <br />V <br />0 <br />a <br />g <br />�n <br />N <br />Z <br />2 <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 />TOP OF WALL <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 I <br />I <br />- --�---I---------------------- <br />I I <br />I I I <br />I I I <br />I I <br />I I I <br />I I I <br />PRECAST LINTEL SEE <br />PLAN <br />SEE PLAN <br />EXTEND REINFORCING TO <br />-- END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />I I I <br />SHOWN. <br />I I I <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />I VERT. BAR ADJACENT TO <br />- GARAGE DOOR OPENINGS. <br />I <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />I <br />l i i t NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />I I I I CELL EXTENDING FROM FOOTING <br />l i i i TO LAP WALL REINFORCING <br />I I W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />l PLACEMENT PLAN. MIN 6" BEND <br />AT BOTTOM. <br />II II II <br />l CONCRETE <br />I FOUNDATION WORK <br />TOP OF FINISH I PER PLAN <br />FLOOR SLAB I <br />I I I <br />I I I <br />I I I <br />7^—\ <br />I I I <br />I I I t \ \ I I I \ \ <br />I I I <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />O <br />U <br />O � <br />O 0 <br />APEX <br />d' �C <br />CD Q <br />�- tds <br />l/I� <br />(V <br />M <br />LL � <br />W <br />J .Q <br />_i N <br />5; true design studios <br />Z <br />0 <br />- co <br />U 9000 REGENCY SQUARE BLVD. c <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />SUITE100,JACKSONVILLE,FL32211 <br />� <br />0 <br />b <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 />W <br />co <br />c: <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />f- <br />cyNEEDING <br />BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER.4. ALL FASTENERS ARE" x 3" <br />HORHOREN, <br />5. DESIGNED PER BCSII--B3, MOSTI31CURRENTONG EDIT ON.) <br />a) <br />_" MAX <br />_T6" MAX <br />T" MAX <br />_L MAX <br />6" MAX <br />MAX <br />w <br />0 <br />W <br />U <br />U <br />W <br />W <br />cn <br />J f I <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE K� Q <br />WEB MEMBER SPECIFIED ALTERNATE BRACING j <br />SIZE CLR FTOR L <br />2x4 1 ROW 2x4 1 (1)2x4 U <br />2x4 2 ROWS 2x6 (2)2x4• <br />T-BRACE FASTENED TO - — Z <br />WEB W/ 10d AT 6" O.C. 2x6 1 ROW 2x4 (1)2x6 W <br />2x6 2 ROWS 2x6 (2)2x4' 0 <br />2x8 1 ROW 2x6 (1)2x8 <br />2x8 2 ROWS 2x6 (2)2x6• <br />L-BRACE FASTENED TO 00 <br />WEB W/ 10d AT 6" O.C. <br />a? <br />SINGLE TRUSS BRACING ti <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL U-) <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. 0 V J <br />WEB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z <br />R BRACE (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />W O BE SAME SIZE, S <br />TO EACH FACE OF WEB. !n <br />REQUIRED, APPLY 3. INDIVIDUAL WEB BRACING MATERIAL TPECIES, AND <br />GRADE AS WEB TO BE BRACED. W <br />1.1... <br />� J Z W LLJ O_ u) <br />W QW <br />Z <br />0 > ❑ Q <br />Z m w 0 <br />w LV w <br />LU LV <br />OJ d' X <br />z a LL� <br />Z Z <br />0 0 <br />BOND BEAM <br />REINFORCEMENT w <br />w <br />w (SEE WALL SECTION) <br />0 <br />a Z <br />= j FILL SOLID TO BOND BEAM O a <br />U W <br />- Q w <br />' LINTEL REINFORCEMENT J <br />Abbott Park Q <br />0 U <br />- LI- LOT 019-01 0 <br />8 F -1 - # DEPTH OF LINTEL ASSEMBLY "d" Q W <br />#5 BOTTOM BAR TO EXTEND U Z <br />NO LESS THAN 1 BEYOND Z U, <br />BEARING AT EACH END <br />� <br />GROUT FILLED LINTEL ASSEMBLY 0 O PROJECT NO: Q <br />8" PRECAST LINTEL. SEE PLAN. O 2021.003460 LL <br />8F-1-# U DRAWN - --- -- o <br />LDG o <br />wCHKD: U') <br />MJP CD <br />X <br />W J <br />W Q <br />Q U <br />Q cA <br />'(IN LA/V <br />m ��`�` �J5 • E IV /F'9 �� C� <br />0 _ �0° BaSiiect by., <br />W <br />Z _ <br />0 <br />0 •• <br />•� <br />.L. STATE OF <br />W •' . F467'1�4��43. <br />c'••.�R� _Z <br />A� % � <br />a <br />O 03-22-2021 0 <br />H <br />U REVISIONS: _ <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Fbescription Date <br />w <br />Q <br />° o <br />z - Z <br />10 <br />U 0 <br />W '�7S' <br />X <br />W <br />d <br />a <br />rnni UMPTAII rntiK11=rTnQ 9MMIKIPPQiKIr. <br />)ND BEAM <br />:INFORCEMENT <br />EE WALL SECTION) <br />FILL SOLID TO BOND BEAM <br />8 F - #+-- 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 />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />0 0 <br />8U8 <br />LINTEL MAY BE ILLED <br />OR UNFILLED <br />8" PRECAST LI EL. SEE PLAN. <br />8U8 <br />