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)ocuSign Envelope ID: AD473B36-AB4B-444A-8CA6-2�_ D&_' iEEF- <br />1 1 1-- 1 1 11 I I I 'I R II _ 11 'I ILL—1 <br />i ONNECTI NO PER <br />aI .V.ALL SECTION <br />MOISTURE BARRIER —� <br />BY OTHERS t' <br />0 <br />C <br />TYPICAL POk ' � �EATHING DETAIL <br />-) R 'JVALL <br />Tt 1 [: ALL COVERED <br />1 E O1 HERWISE) <br />TOE -NAIL MIN 2x4 NO 2 SYP BI'JCh <br />BETWEEN TRUSS TOP CH}'RD <br />i3 'Od COMMONS E CH <br />FASTEN 2x6 NO 2 SYP <br />DIAGONAL BRACE TO <br />BLOCKING w' i61 <br />10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BRACE <br />SEEPLAN <br />• UP TO 8FT SINGLE 2x6 ONLY <br />• UP TO 20 FT, 2x6 Wf 2x6 T-BRACE <br />FASTEN 2xr NO 2 SYP - - <br />"T-BRACE"TODIAGON� BRACE <br />w/ 10d COMMON_ 3" O <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 EDGE, <br />6" O.C. IN FIELD WITH 8d <br />RINGSHANKS <br />2x4 SYP OUTRIGGER @ 24" O.0 <br />CLIP TO GABLE TOP CHORD WITH <br />it (1)H2.5Tw/(10)8dx1-'/z' <br />I I ry 2x4 NO.2 SYP BLOCKING BETWEEN <br />PROVIDE PANEL OUTLOOKERS. FASTEN EACH <br />EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d <br />NON -DROPPED GABLE COMMON @ 3" O.C. <br />�1I <br />GABLE TRUSS <br />WALL SHEATHING PER PLAN <br />I!G <br />I' <br />L OR T BRACE VERTICAL <br />REINFORCEMENT PER <br />I\PLAN <br />TRUSS ENGINEERING <br />-'-0" OR AS SHO�- MOISTURE BARRIER SHALL BE <br />PROVIDED BETWEEN MASONRY <br />AND ALL UNTREATED LUMBER <br />j 'Lid i) GABLE TRUSS TO BOND BEAM W/ <br />META20 48" O.C. W/ MIN 7 10d x 1 '/z" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />N HGAM10 BRACE CONNECTOR BEAM W/ HTSM20 OR MSTAM36) <br />?M DIAGONAL BRACE TO CMU <br />I '-PRIER BETWEEN MASONRY <br />I LUMBER BY OTHERS <br />(%B3 GAB! _ f _E BRACING DETAIL (W/ HGAM10) <br />N1_., _ OC <br />O W CLIPS MAY BE OMITTED FROM <br />C )F jr TAIL FOR NON -DROPPED GABLE <br />TF -S- _ ERHANGS. <br />P--'J1 EDGES <br />OF GABLE <br />SS LDGEWISE <br />OR FI_ATWISE) <br />OF DECK — <br />8'-1" ABOVE _ <br />F.F.E. OIL <br />TOP OF <br />GARAGE DOOR <br />6-1" ABOVE <br />F.F.E.- ---- <br />i <br />4'-9" ABOVE <br />F.F.E. ------ <br />2'-9" ABOVE <br />F.F.E. <br />0'-9" ABOVE <br />F.F.E. `Y <br />TOP OF Ilk <br />CURB 11-7 <br />F.F.E. i-1 <br />P 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) 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 '/z" x �t6" <br />THICK WASHER wl EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />_1 PRE -CAST LINTEL <br />PER PLAN <br />o Q <br />J <br />c\1 N <br />v <br />`\ FILL BOTH LINTELS SOLID <br />W/ CONTINUOUS POUR <br />o <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 />\\\\X\ <br />I I I <br />7/ / \ <br />GARAGE SHEAR PIER <br />ONA L _ I_ P SSE.) r D iv I i <\ I I <br />j 0PPOS 1 E 3': DE E -_ 1`1 G_)NAL BRACE APPL![--D AT I I <br />AL'PRG.x.I , E <br />I� <br />JTT <br />OR L sr 611 <br />BOND BEi',M <br />LL <br />Li_ PL <br />7 CD <br />T <br />BRACING <br />0 <br />ih <br />N <br />N <br />.!JUS LA. f F A.i. (`< T�: <br />O <br />O O <br />APEX <br />co4 <br />{i <br />i SI J, OF <br />6" MAX <br />j ;6" MAX <br />II <br />I <br />I!! <br />t6' MAX <br />16" MAXI <br />l <br />~ i" <br />— O w <br />iI I � <br />:1 <br />eR t ,laic. �� �• J <br />, <br />ILL tds -6 <br />true design studios N <br />z <br />� <br />t�- t� t U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING -MULTIPLE TRUSSES Q SUITE100,JACKSONVILLE,FL32211 co <br />O_ <br />' ;Al I,. RE:`�?'?r`'•INT LUPr1BFR SH('v'VN SHP.LL F'•`:= <''x; NQ3 SPI OR BE'TER (UNO) O � <br />�I i t,� t;I-)ARISE `!i, T Lt N P�. Cf 1Li OBE i i I A'E ABOVE, IMMEDIATELY O <br />?� . A � .E FraGINEt=F, ;:'I� RECG•i2:; r,�t;: ,1r'PRvr �t1�•� t: 3tiAC!NC� DF_?AILS. <br />W <br />E ! ',CiN lviREt: SHALL I�!-t RSEC i : ii RACCD TRUSS AT LGCAI IONS INDICATED AS ZT <br />fdL:EDIfJ �i:i;i;ING JN HE !"r" }:•iIDL; 1 <br />R!.i iDUCc D Bl' THE TRUSS ENGINEER. <br />ti ALL FA NEF:S S!IO �1J xE l it z �Uivi Nei (���� <br />L>1 S;GNr 1 cR B S! B� Z,, N <br />J ' <br />UJI <br />COfJTI'v!'c LATERAL RESTRAINT WEB <br />fJia, ^...L `U�STITUTE Q <br />;-11_T�Fr�lA1 L r'h,ACING_' O � <br />- 1 R 2Xd a) <br />f <br />2 K� IS �>:6 �,/ <br />hRrt 3I�NLU ic;: - — - -- <br />-� Z <br />lE6\ ari, r r k\ I Rvt 2x4 1) x6 WD <br />LU <br />Ix <br />x R01/dS 2x6 (2)2x6' <br />O <br />O <br />i i• M,.1� !"`•Ff ` �, � -3^ ! : i.J � w.) <br />.._ 8!�ACiIdG MAYBE USED V`:1HEN CONTINUOUS LATERAL � <br />_ '.! +S SPECIFIED ON A TRUSS DESIGN BUT AN �/'� <br />cB BI,AC!NG METHOD !S DESIRED. O V) <br />.: W <br />• � i-ck,=�i:I;viG Iti1AY CONSIST OF T-BRACING. L-BRACING, OR Z <br />r �i ti TO CHART AIJD DE A.IL FOR MORE INFORMATION. 0 <br />MATERIAL TO BE SAME SIZE, SPECIES, AND U) < L.L <br />8E t=RAC ED. 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