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3ocuSign Envelope ID: 8B4F13B6-EB1A-4869-9598-6B8306GB682C <br />TRUSSES PARALLEL TO WALL: \ \ <br />2x4 SPF (MIN) NAILER FASTENED \ j <br />TO DBL TOP PLT W/ 10d @ 3" O.C. <br />:TRUSS PERPENDICULAR TO WALL: •/ % <br />2x4 SPF (MIN) BLOCKING <br />BETWEEN EACH TRUSS. FASTEN <br />TO DBL TOP PLT W10d @ 4" O.C. <br />OR THICKER CDX <br />OR OSB FASTENED TO <br />TRUSSES,RAFTERS <br />SEE TYP OR BLOCKING W/8d <br />WALL I COMMONS @ 3" <br />EDGE, 12" FIELD. <br />TYPICAL PORCH SHEATHING DETAIL <br />THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES <br />UNLESS NOTED OTHERWISE. <br />2x4 SPF (MIN) BLOCKING <br />BETWEEN EACH TRUSS. <br />FASTENTO BEAM w/ 10d <br />@4"OC. <br />-- UPLIFT <br />CONNECTION PER <br />TYP WALL <br />i PORCH BEAM <br />PI PORCH BEAM TO POST:I I <br />(1) MSTA24 <br />POST TO SLAB: <br />ABU POST BASE ANCHOR <br />OR DTT2Z <br />(UNLESS NOTED OTHERWISE-) <br />-T_ <br />CLOF <br />8'-1"ABOVE <br />i <br />OPENING <br />2x6x12 PT _. <br />CENTER BUCK \ <br />TOP OF <br />�. <br />GARAGE DOOR <br />i <br />---- <br />/ <br />6 1" ABOVE <br />F. F. <br />4," DIA. ANCHOR / <br />4'-9" ABOVE ,� . <br />2x4 PT TOP BUCK -' <br />F.F.E. <br />2'-9" ABOVE.... _ - ..... <br />F.FTE <br />i <br />i <br />........- 2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) ae' DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 VV <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR PROVIDE 1 '/7" x <br />0'-9" ABOVE _I i THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />TOP OF <br />CURB ---- ... .... .. _.._. <br />i <br />F.F.E. <br />GARAGE DOOR JAMB DETAIL <br />i BOND BEAM <br />REINFORCEMENT <br />w (SEE WALL SECTION) <br />I•I•j FILL SOLID TO BOND BEAM <br />Uj <br />t <br />8 F - #_ - DEPTH OF LINTEL <br />1 ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />- 8" PRECAST LINTEL. SEE PLAN. <br />• <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />= r <br />1 <br />- COURSING BELOW BOND <br />1 7`1 BEAM MAY BE FILLED OR <br />UNFILLED <br />l <br />sus J <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />t <br />I I <br />I BOND BEAM <br />$ .!I <br />REINFORCEMENT <br />w <br />f <br />(SEE WALL SECTION) <br />_ <br />FILL SOLID TO BOND BEAM <br />w <br />W <br />to <br />LINTEL 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 />TYPICAL PRE -CAST LINTEL OPTIONS <br />(1) UTAC(.)NAE far w E: f' k r 1il) ' E<' JSSt , Af'F' 4 f <br />OPPOSi-E -',I LIE OF WEBS CiiA.GONAL BRAG t::ir'1' .i: C1 t� � <br />i <br />APFRCXIfv1A Tk: 4`; ANGi_E 1-0 N(." i ES`> THF:I4 :3) <br />�.iNO INI 1(11..+`.'i !..".� F:RAi_ FZ i.: G. <br />QUANTA'; AND !.+:)CAT'tt N I I <br />I <br />0 <br />M <br />o <br />i <br />j� <br />IT <br />X 1 <br />,,' <br />II <br />�'� <br />"1 E:1• irj ATr f rtir`iNT MUST BE 1I <br />JF : VCF ` F Ef4N ONE PIECE. I <br />IN G �( <br />rE?USSES NEEDING BR'LING <br />LA-f ERAL BRACING - MUL..FIPLE TRUSSES <br />1 .ALL REST RA.IN1 LUMPIER SHOWN SI!ALL. BE: 2x4 N0.3 SPF OR BETTER (UNO). <br />2 SHC.Ui. F) A SCENi�R!0 ARISES THAI' OES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />C::)PJTA. '" � T1 IF ENC1INEER OF RE: 'F'u F-i,," i,%PF 4F 0PRIATE BRACING DETAILS. <br />6F;i •.i f;ti' , LUMBER SHALL IN i %f:iSL THE: ,:v; 13L OF THE BRACED TRUSS ATLOCATIONS INDICATED AS <br />NE I UINI(i BRACING ON THE INDI IC;i.)AL 'T RI)SS DE= i AILS PRODUCED BY THE TRUSS ENGINEER. <br />AL' FA�> FNLR S 'AKA,N/N ARE: 1,11 \ S' LON ; <br />C;E: S!(�NE PERB,SI-E33, 200i <br />( FASTLiili.-D 10 <br />Orf•.E Vi f 100A ..) <br />L-(:SRACki FA;,' i EN%;D 1Y.1 <br />AR Hr?A F. PA• TENE:D TO <br />V'dE P W! 10d Al ra„ O G <br />`11: (2) BRACIFS ARE <br />r<E7-01111NIED APPLY (1`; BRACE. <br />MAX TO EACH FACE OF � VC_B <br />TOP Ur �N:"\E _ <br />t. (_ANT INUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />bVk,(i ro`1LN.b(LR j SPECIFIED ALTERNATE BRACING <br />;LR <br />T OR <br />I. SCAB <br />x4 <br />1 ROW <br />2x4 <br />I (1)2x4 I, <br />2 ROWS <br />2x5 <br />j (2)2x4' I <br />2• <br />"_ <br />2 ROWS <br />2x6 <br />(� <br />11)2x4--± <br />2X2. <br />— <br />1 ROW <br />-- - <br />2,,6 <br />-- -h -- <br />1 (1)2x81 <br />?x <br />2 ROWS <br />2x6 <br />i (2)2x6* <br />SINGLE TRUSS BRACING <br />!N:iiVli)UA!.',,NEP BRACING MAY Br. USFD WHEN CONTINUOUS LATERAL <br />RESTRAINT(C -R) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />A!.'l '.^VIES BRACING MLTHOD IS DESIRED. <br />2. INDIVIDUAL WEB, BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />SCAB BRACING REFER TO CHART AND DETAIL FOR MORE INFORMATION <br />3. INDIVIOUAL WEB BRACING I`IIATE.RiAL TO BE SAME SIZE, SPECIES, AND <br />GRADE AS WEB TO BE BRACED. <br />----- VERTICAL BARS TO EXTEND TO <br />/ TOP GF WALL AS SI10WN. MIN <br />6" BEND IN'10 BOND BEAM <br />- I <br />I` <br />O <br />Cn APEX <br />0 <br />W <br />z_ <br />Cn <br />m <br />Q_ <br />W <br />W <br />z_ <br />(D <br />z tds <br />W <br /><[ true design studios <br />O <br />_j 9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />Z <br />z 904.821.5200 <br />LD <br />I— <br />O <br />i1 0 11HOMN' <br />0 <br />© !&rAp <br />E A"kA <br />0 <br />LL <br />Q <br />Z <br />0 <br />O <br />2 <br />0 <br />w <br />I_ <br />x <br />w <br />IL <br />Q <br />w <br />V ) <br />Q <br />W <br />m <br />0 <br />W <br />w <br />Z <br />O <br />U) <br />O <br />w <br />Q <br />O <br />Z <br />LIJ <br />O <br />W <br />-D <br />0 <br />00 <br />LLLU <br />U_ <br />d <br />W <br />x <br />This item has been electronically <br />} <br />signed and sealed by Justin M Lanier, <br />() <br />PE on the date and/or time stamp <br />V <br />O <br />shown using a digital signature. <br />Z <br />O <br />O <br />0 <br />z <br />W <br />\ <br />U <br />I— <br />z <br />Abbott Park <br />PRECAST LINTEL SEE <br />X <br />a, <br />PLAN <br />W <br />- LI_ <br />°- <br />Q <br />LOT 010-02 <br />w <br />_.------- ------. EX•TEND REINFORCING TO <br />_........__ _ <br />J <br />ENE:) OF PIER'rV! 6" BEND TO <br />< <br />LAP WALL REINFORCING AS <br />0 <br />` SHOWN. <br />0 <br />- -- <br />WI <br />-_------- - _---- MIN (2) SOLID FILLED & <br />PROJECT NO. <br />-- <br />REINFORCED CELLS W/ NO.5 Q <br />VERT, BAR ADJACENT TO 2020.0041 17 z <br />- GARAGE DOOR OPENINGS . _.__.... .... __..._______ (D <br />DRAWN: (n <br />__-_.......__... _._.__.---•---._..._-.__-_.- NO.5'VEP.r BAR IN FILL.ED IMU LJ-I <br />f CELL A cA,Ci END OF PIER CHKD: __..._----..._........ <br />C� <br />EAF p <br />NO. 5 DOWEL TO IV4ATCH EACH o <br />SCUD FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING � <br />TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED �� <br />O'F+L.R�JM1iISE ON L?7WFL 8. LINTEL `�� S�iN LAN/ ��� w <br />PL A•';E)•,41_N" PLAN MIN 6"BEND ��� JJ ��E N "F� ��i J <br />i • 1 S ! Q <br />A? C07 TCitii— �• �` i U <br />No 85166 (n <br />* • Docu&gned by: ` <br />r_...__.—_. CONCRETE <br />FOUNDATION WORK -10 <br />PER PLAN Fn AC ss... Z <br />-FLOOR SLAY44/ <br />.0R\'D <br />06-12-2020 0 <br />z <br />REVISIONS: d <br />t1 <br />No. Description -Date <br />w <br />• cn <br />. W <br />GARAGE. S!_'AR PIER <br />, <br />w <br />U) <br />I_ <br />O <br />ST�s 0 <br />0 <br />:F & � � E "AI._ CONNECTOR ENGINEERING <br />