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TRUSSES PARALLEL TO WALL: <br />2x4 SPF (MIN) NAILER FASTENED <br />TO DBL TOP PLT W/ 10d @ 3" O.C. 2x4 SPF (MIN) BLOCKING <br />BETWEEN EACH TRUSS. <br />TRUSS PERPENDICULAR TO WALL: FASTENTO BEAM w/ 10d <br />2x4 SPF (MIN) BLOCKING @ 4" O.C. <br />BETWEEN EACH TRUSS. FASTEN <br />TO DBL TOP PLT W10d @ 4" O.C. _ _ __. _ _ _ __ _ _ _ UPLIFT <br />-� CONNECTION PER <br />TYP WALL <br />4$" OR THICKER CDX <br />OR OSB FASTENED TO <br />TRUSSES,RAFTERS I <br />SEE TYP OR BLOCKING W/8d <br />WALL COMMONS @ 3" PORCH BEAM <br />EDGE, 12" FIELD. <br />PORCH BEAM TO POST: <br />(1) MSTA24 <br />POST TO SLAB: <br />ABU POST BASE ANCHOR <br />OR DTT2Z <br />TYPICAL PORCH SHEATHING DETAIL (UNLESS NOTED OTHERWISE) <br />THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES <br />UNLESS NOTED OTHERWISE. <br />8'-l" ABOVE <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 />2'-9" ABOVE <br />F.F.E. <br />0'-9" ABOVE <br />F.F.E. <br />TOP OF -I <br />CURB <br />F.F.E. <br />J (LOF OPENING <br />2x6xl2 PT <br />CENTER BUCK <br />8" 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 Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 '/2" x �16" <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <br />- BOND BEAM BOND BEAM <br />REINFORCEMENT REINFORCEMENT <br />w (SEE WALL SECTION) <br />0 <br />_ `� , _n ' _ FILL SOLID TO BOND BEAM <br />UI <br />U)WII UJ <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 />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />TYPICAL PRE -CAST LINTEL OPTIONS <br />- <br />Lo <br />8U8 <br />8U8 <br />w - (SEE WALL SECTION) <br />J � <br />= j FILL SOLID TO BOND BEAM <br />U <br />fLINTEL REINFORCEMENT <br />8 F -1 - # DEPTH OF LINTEL ASSEMBLY "d" <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />BEARING AT EACH END <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />8F-1-# <br />ieA _ NCI -` v iJC ESS TH <br />i <br />1 i 1� u, ORAL 1E i i ! <br />F Tl AND i )CA r <br />T U <br />I <br />iI ;i it i <br />; I IAN ONE PIECE <br />j -A-A-R! ArPING <br />r .. ., _. •, ',�Ic ,T'%P it <br />LATERAL BRACII'14G MUL i IPLE TRUSSES <br />�t S I�; MLER �Fl(_)vV '-+HALL RE lr4 NG 3 SPF OR BETTER (UNO). <br />7I4A ;OF N' " F ESEMELE THOSE IND!CATED.ABOVE, IMMEDIATELY <br />OF RECORD FOR AI-�DROPRIATE BRACING DETAILS. <br />LUMBE Sti!-,�L INi ERScCT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />Nf.EUINk_ BRACi-`S13 ON THE iNDIV'IDUAL RUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />A' f F,ASTEtvEf'S HO'JJN ARE 1,':1' x ONG UiJO). <br />IF - ^_,Nf- PER P ,S!-R-- 2007 <br />'6" MAX i <br />i•:iA>, <br />t:ir,r; <br />_L, ;J Y' <br />I I <br />,N F E7' E-NIFD TC: <br />Ili <br />F r <br />- 16" MAX <br />'l_-' MAx .I '1� <br />Li <br />WAX FACE r �^�+FIU. <br />0 <br />ri <br />0 <br />N <br />CONTINUCUSLATERAL RESTRAINT WEB -` --' <br />BRACE SUBSTITUTE I' <br />v,LL8 m vlBER SPECIFIED Al-1 ERNATE BRACING <br />x c F- _===-C! R T OR L � SCAB <br />1 RO\/v 2x4 (1)2x4 Ii <br />I.O,J J -- _T <br />1 <br />2 ROWS 2x6 <br />O2x4 <br />P. r-(1)2x6 <br />Z ROWSorb (2)2x4` <br />- - 1 R(�W x.6 (1)2x8 <br />- <br />Rev S >Y6 i2i2x6` J <br />SINGLE TRUSS BRACING <br />I G L V" E B I_,RACING MAY BE USED 'JI WHEN CONTINUOUS LATERAL <br />i I ) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />F 17 F.t11 i`; r 'J'd'EB BRACING METHOD IS DESIRED. <br />Ns_ I•,•' UAL vvEF; BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />SCAB t+RACiNG REFER TO CHART AND DETAIL FOR MORE INFORMATION <br />IN Dili 'UAL V•lEB BRACING P.IATERIAI. TO BE SAME SIZE, SPECIES, AND <br />AS `.NT`B TO BE BRACED. <br />--- <br />-- VERTICAL BARS TO EXTEND TO <br />TOP OF'AW-I- AS SHOWN. MIN <br />0" BEND INTO BOND BEAM <br />----- <br />- PRECAST LINTEL SEE <br />_ r _ A <br />PLAN <br />- <br />- EXTEND REINFORCING TO <br />----- <br />END OF PIER UV/ 6" BEND TO <br />LAP WAIL. REINFORCING AS <br />- - <br />SHOWN <br />- <br />-- --- -- <br />------ ---- MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />- - <br />GARAGE DOOR OPENINGS. <br />_ <br />---------_--_-- <br />NO.5 VERT BAR IN FILLED <br />- - <br />CELL AT EACH END OF PIER <br />---- - <br />-- — NO. 5 DO'A!EL TO MIATC11 EACH <br />- -- X/ % <br />SOi_iD F!l_LtD & REINFORCED <br />/ % <br />CELL EXTENDING FROM FOOTING <br />TO LAP WALL REINFORCING <br />f ' <br />W/ MIN 25" LAP UNLFSS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />PL.ACEt.1r NT PLAN. M!N 6" BEND <br />--------- C0 ,NC,RC= T t= <br />FGUNDA PION WORK <br />j <br />PER PLAN <br />GARAGE SHEAR <br />PIER <br />f` d <br />IT 6\ U <br />O q <br />U APEX0 <br />U U <br />w <br />Z <br />U <br />m <br />w <br />z <br />z <br />w tds <br />Q true design studios > <br />O <br />—� 9000 REGENCY SQUARE BLVD. 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