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L --- L---L-."�___ <br />)ocuSign Envelope ID: A8963624-09DD-415B-9F80-E7528DB957DB <br />, <br />MOISTURE BARRIER <br />BY OTHERS <br />TYPICAL PORCH SHEATHING DETAIL <br />ATMASONRY EXTERIOR WALL <br />(THIS DETAIL |SREQUIRED ATALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />TRUSS T0TOP PLTmVHl5TORRT7AT-- <br />GHEATH|NGTDTOP PLATE- <br />W/VdCOMMON @3''O.C. <br />FULLY SHEATH KNEEVVALLPER IIU5LE 2:- <br />WOOD STRUCTURAL PANEL SHEATHING <br />REQUIREMENTS <br />0 MIN 2»4ND2GYPPTPLATE BETWEEN <br />TRUSSES Nx(3)1VdTOENAILS EACH END & <br />MINIMUM K EMBED DRILL AND <br />EPDXY ANCHOR W/NUT & WASHER EACH <br />PLATE SEGMENT WITHIN 0''OFEND <br />° 2x4No.2SYPPTPLATE CONTINUOUS vW <br />xU^EMBED DRILL AND EPDXY ANCHORS NxNUT <br />& WASHER @24''O.0 <br />ROOF DECK <br />ROOFTR0G8 <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />MAGDNRYUNI <br />PER PLAN l <br />CRICKET BYBUILDER <br />LOWER PILT <br />/ TRUSS TO BOND BEAM W/ META12OR HTA1648W/ MIN (7)10dx1� <br />SHEATHING TOPTPLATE --/ IN TRUSS <br />VW8dCOMMON @3''O.0 <br />HEIGHT, BUILD UP PER THE FOLLOWING DETAIL <br />............ <br />IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION <br />�WOOD KNEEWALL OVER MASONRY <br />KWC <br />TOE -NAIL MIN 2x4 NO.2 SYPB0C0NG <br />BETWEEN TRUSS TOP CHORDS mV <br />(3)1OdCOMMONS EACH END <br />FASTEN 2xONO.28YP-- <br />D|AGONALBRACE TO <br />BLOCKING v/(0) <br />1UdCOMMONS <br />2xONO2GYPDIAGONAL BRACE-7 <br />SEE PLAN <br />°UPTO8FTSINGLE 2wJONLY <br />FASTEN 2xONO.2SYP <br />"T-BRACETODIAGONAL BRACE <br />wv1UdCOMMONS 3''O.Cb <br />BLOCK PANEL EDGES <br />WITHIN 4�U'OFGABLE <br />TRUSS (EDGEWISE <br />ORFLATVV8E) <br />ROOF DECK <br />FASTEN ROOF DECK T0 <br />FRAMING @3^D�.ON <br />EDGE, O^O.C. IN FIELD <br />WITH RSRS-01 <br />PROVIDE PANEL | <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />8'-0" OR AS SHOWN ON PLAN I <br />FASTEN ---------^ <br />FROM DIAGONAL BRACE TO CMU <br />71 <br />MOISTURE BARRIER BETWEEN MASONRY ............ -Y <br />AND NON -PT LUMBER BY OTHERS <br />GABLE ANGLE BRACING ����lF�UU ����/ ����������� <br />������u_�_������u_�- ���������o��� ���_x��nu- �wn/ x �����n�/ n��� <br />2021V1.0 <br />MAX. 1) TRUSSOPAC|NG=24rOI. <br />2)OUTLOOKERS.BLOCKING & CLIPS MAY BEOMITTED FROM <br />OVERHANG PORTION OFDETAIL FOR NON -DROPPED GABLE <br />TRUSSES Nx3^ORLESS OVERHANGS. <br />2x4 SYP OUTRIGGER C, <br />CLIP TOGABLE TOP CHORD WITH <br />(1)H2.5Twv(108dx1�2" <br />2x4N{l28YPBLOCKING BETWEEN <br />OUTLODKERG FASTEN EACH <br />BLOCK TOROOF DECK WITH Od <br />COMMON @J^O.C. <br />GABLE TRUSS <br />VVALLSHEATHING 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 TOBOND BEAM NK <br />M ETA20 @ 48"0.C.m0M|N(7)1Udx1�� <br />(NOTE:|FMETA2O|8IMPROPERLY <br />INSTALLED. ATTACH TRUSS TUBOND <br />GARAGE DOOR mr <br />F.FE. <br />TOP OF <br />CURB <br />F.F.E. l <br />q OF OPENING <br />4,"DIA. ANCHO| <br />,.�.. .m.rTOP <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE(5) 4,"0�J-8OLTOR LARGE <br />Dk\METERSCREVVANCHOR v/5y� <br />EMBEDMENT ATEACH DOOR BRACKET, <br />EACH SIDE OFDOOR, PROVIDE %'x4,*^ <br />THICK WASHER wyEACH ANCHOR. <br />(1utBOLT TDBE8''MAX, ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <br />#5CONT <br />(1)#5BAR ATCORNER <br />W/ MIN. 25^LAP <br />#5CONT <br />1,7 <br />4---PRE-CAST LINTEL <br />� PER PLAN <br />� <br />FILL BOTH LINTELS SOLID <br />W/ CONTINUOUS POUR <br />PRE -CAST LINTEL PER PLAN -----� \MITER -CUT LINTELS ATCORNER, <br />CORNER nO8ETEMPORARILY <br />SHORED FOR MIN (7)DAYS <br />LINTEL REINFORCING <br />VERTICAL BARS TOEXTEND TO <br />TOP OFWALL AGSHOWN. MIN <br />O^BEND INTO BOND BEAM <br />TOP OF WALL <br />PRECAST LINTEL SEE <br />GEEPLA <br />PLAN <br />EXTsNDRE|NFORC|NGTO <br />END DFPIER wW6'BEND TO <br />LAP WALL REINFORCING AS <br />SHOWN. <br />M|N(2)GOUDFILLED& <br />REINFORCED CELLS mKN0.5 <br />VERTBAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />NO.5VERT.BAR |NFILLED <br />CELL ATEACH END OFPIER <br />NO. 5DOWEL T0MATCH EACH <br />SOLID FILLED &REINFORCED <br />CELL EXTENDING FROM FOOTING <br />TOLAP WALL REINFORCING <br />W/ MIN %5^LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN O''BEND <br />AT BOTTOM. <br />CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH PER PLAN <br />FLOOR SLAB <br />7 INA <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />(14 <br />APEX <br />r� <br />uo <br />� <br />~_ <br />-j dsU-' <br />cr�'dem�nytum�s <br />� �= <br />�e 9000 REGENCY SQUARE BLVD.g� <br />LATERAL BRACING - MULTIPLE TRUSSES*� �u/n��m����m�ym�m-�c.��u��/� u6 <br />'� 0 <br />1 ALL RESTRAINT LUMBER 8nOVvwSHALL BE2x4NO.aaPPORBETTER (UNO). <br />�� <br />2. SHOULD ASCENAR0ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE. |MMED�TELY <br />c� <br />CONTACT THE ENGINEER OFRECORD FOR APPROPRIATE BRACING DETAILS. <br />UJ <br />~ <br />3 BRACING LUMBER SHALL INTERSECT THE YVEBSOFTHE BRACED TRUSS 8TLOCATIONS INDICATED AO <br />NEE0NGBRACING OwTHE |wDN|DUALTRUSS osT�LsPRODUCED BYTHE TRUSS ENGINEER. <br />4 ALL FASTENERS GHOVVNARE.131''n3^LONG (UN0). <br />-- <br />-- <br />� <br />041 <br />H09ON/p. <br />z;� <br />u DEG|GNEDPER8C8|'B8 MOST <br />~^ <br />� <br />MAX <br />MAX <br />T��RACEFASTENED n] <br />L8RACEFASTENED TO <br />SCAB BRACE FASTENED TO <br />WEB NV1OdATtrO.C. <br />-IF (2)BRACES ARE <br />REQUIRED, APPLY BRACE <br />TO EACH FACE OF WEB. <br />CONTINUOUS LATERAL RESTRAINT WEB ry <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED; ALTERNATE BRACING <br />SIZE CLR <br />T OR L SCAB <br />BRACINGSINGLE TRUSS . <br />1. |NDw1DUALVYEBBRACING MAY BEUSED VVHENCONTINUOUS LATERAL ~~ <br />REGTn�NT(CLR)|8SPBC|�ED0NATRUSS DESK3NBUTAN <br />ALTERNATIVE VVE8BRACING METHOD |3DEG|RED �� <br />u. INDIVIDUAL WEB BRACING MAY CONSIST OFT'eRAC|NG. L'BRxCiNG. OR ^� 0 U U <br />SCAB BRACING. REFER ToCHART AND DETAIL FOR MORE |mF0RMAT0N. <br />3. !ND|v|DUALm/EB8RAC|NG MATERIAL TOBESAME SIZE, SPECIES, AND UV <br />UJ <br />GRADEAOWE8TDBE8RACED <br />�� � ~��. <br />NN <br />_ ��� �� <br />�D �� <br />Uj <br />Oy <br />UJ <br />UJ <br />�� �� <br />-- �~~� ���» <br />°�� � <br />�� ��� NN �� — <br />UJ ��� �� u <br />NN �U <br />�� <br />NN <br />U U U x��| = <br />�� r- <br />~_ <br />�� �� <br />U_ -~ U o = <br />m~m~. <br />�� �� <br />BOND BEAM <br />REINFORCEMENT <br />U1. (SEE WALL SECTION) <br />LU <br />FILL SOLID TO BOND BEAM <br />LU <br />8F #--=----DEPTH0FLINTEL <br />AGGEK88LY'd^ <br />GROUT FILLED LINTEL ASSEMBLY <br />�--------8^PRECAST LINTEL. SEE PLAN. <br />BOND BEAM <br />c_0 REINFORCEMENT <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />8U8 <br />LINTEL MAY BEFILLED <br />OR UNFILLED <br />�--------8^PRECAST LINTEL. SEE PLAN. <br />�0� <br />�'�� <br />BOND BEAM <br />° <br />O <br />REINFORCEMENT <br />LU <br />(SEE WALL SECTION) <br />LIJ <br />� <br />FILL <br />\J <br />- <br />u� <br />[L <br />U- <br />- <br />� <br />LINTEL RE|NFORCEMENT <br />�� <br />Abbott Park <br />-- <br />-A- <br />-- <br />- <br />^� <br />�-���[005-03 <br />C] <br />u #-=----DspT*OFUmTELASSEMBLY ''d'' <br />�� <br />' <br />___ __�����_�__��________ <br />#5BOTTOM BAR TOEXTEND <br />`^ <br />�� <br />�� <br />NDLESS THAN 1''BEYOND <br />— <br />C] <br />BEARING ATEACH END <br />-- <br />GROUT FILLED LINTEL ASSEMBLY <br />PROJECT NO: <br />uu <br />O <br />8^PRECAST UmTEL SEE PLAN. <br />-� <br />0 <br />2021���^��� ' <br />L� <br />�� <br />[] <br />-ff <br />on�ww. <br />LDG <br />CHKD. <br />��JP <br />�� <br />�� <br />_ <br />LU <br />LU <br />CL <br />~_ <br />xvoo«x«vx» <br />uJ <br />-� <br />0� <br />�� <br />�o <br />�� <br />[] <br />0 <br />�� <br />STATE OF <br />. <br />C� <br />03-26-2021 <br />-- <br />U <br />��E��I��I|���S: <br />UJ <br />u- | | | F- <br />U`���U «� |0�o,/ Description Date <br />