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� <br />* <br />� <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />---------- <br />v ffi <br />MOISTURE BARRIER <br />BY OTHERS <br />TYPICAL PORCH <br />CEILING BOARD PER \? <br />PLAN. SEE TABLE 2; <br />SHEET 8T4<PORCH �c__� <br />CEIL|NGBOARD) <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL |SREQUIRED ATALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />�--'PRE-CAST LINTEL <br />#5 CONT. PER PLAN <br />(1)#5BAR ATCORNER <br />W1 MIN. 25^LAP <br />#5CONT. <br />� <br />m <br />z <br />� <br />FILL BOTH LINTELS SOLID <br />W/ CONTINUOUS POUR <br />PRE-CASTLiNTELPERPLAN------' \___ <br />MITER -CUT LINTELS ATCORNER. <br />CORNER TO8ETEMPORARILY <br />SHORED FOR MIN (T)DAYS <br />LINTEL REINFORCING AT CORNER <br />� <br />TOE -NAIL MIN 2x4NO2SYPBLOCKING <br />BETWEEN TRUSS TOP CHORDS Wl <br />~ (3) 10dCOMMONS EACH END <br />FASTEN 2xONV2OYP-- <br />DIAGONAL BRACE TO <br />BLOCKING */(8) <br />1OdCOMMON8 <br />2x5N0-2SYPDIAGONAL BRACfr <br />SEE PLAN <br />°UPnJ8FTSINGLE 2x8ONLY <br />BLOCK PANEL EDGES <br />WITHIN 4'-0 OF GABLE <br />TRUSS (EDGEWISE <br />ORFLATVV8E) <br />FASTEN ROOF DECK TO <br />FRAMING @JrO.C. ON EDGE, <br />O''O.C� IN FIELD WITH 0d <br />R|NGGHANKG / <br />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON'DROPPB]GABLE <br />R0DFDECK <br />ROOF TRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <br />2x48YPOUT RIGGER <br />CLIP TOGABLETOPCHORD WITH <br />(1) H2.5TwY(10)8dx 1-f' <br />2x4NO.28YPBLOCKING BETWEEN <br />OUTLOOKER8. FASTEN EACH <br />BLOCK TOROOF DECK WITH 8d <br />COMMON @3^OC, <br />GABLE TRUSS <br />WALL SHEATHING PER PLAN <br />L OR T BRACE VERTICAL <br />REINFORCEMENT PER <br />TRUSS ENGINEERING <br />FASTEN 2xONO.28YP <br />~T-BRACE^TODKv]OWAL8RACE <br />wY1OdCOMMONS @3^O.C. <br />MOISTURE BARRIER SHALL BE <br />8'-0" OR AS SHOWN ON LAN <br />PROVIDED BETWEEN MASONRY <br />AND ALL UNTREATED LUMBER <br />GABLE TRUSS TOBOND BEAM NV <br />META2OK048^O.C.N0MIN (7)10dx1-%" <br />(MOTE:|FMETA2O!8IMPROPERLY <br />| INSTALLED, ATTACH TRUSS TDBOND <br />FASTEN (1)0MP8DNMGA BEAM W/HT3M2U{UR MSTAM30) <br />FROM DIAGONAL BRACE TOcMU <br />** / <br />MOISTURE BARRIER BETWEEN MASONRY <br />'---------/ <br />ANDNON-PTLUMBER BYOTHERS <br />~ <br />GABLE ANGLE BRACING DETAIL (W/ HGAM10) <br />1) MAX. TRUSS SPACING = 24" O.C. <br />2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM <br />G71 <br />OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE <br />TRUGSESW/ 12''OR LESS OVERHANGS. <br />8'-1 ABOVE <br />TOP OF <br />GARAGE DOOR <br />| <br />OIL <br />U-9" ABOVE <br />TOP OF <br />OIL <br />CURB <br />FFE. <br />(LOF OPENING <br />2x0x 2| <br />CENTE( <br />4,"0A. ANCH0 <br />2.4. . .O. ..�.` <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 4,"0�J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/5>f' <br />EMBEDMENT 8JEACH DOOR BRACKET, <br />EACH SIDE 0FDOOR. PROVIDE Y�''x�1o^ <br />THICK WASHER v/EACH ANCHOR. <br />(1atBOLT TOBEg''MAX. ABOVE CURB.) <br />VERTICAL BARS T0EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />TOP OF WALL <br />PRECAST LINTEL SEE <br />SEE PLAN <br />PLAN <br />EXTENDRBNFORQNGTO <br />END OFPIER wW6''BEND TO <br />LAP WALL REINFORCING AG <br />SHOWN. <br />M|N(2)SOL|D FILLED & <br />REINFORCED CELLS NVNO.5 <br />VERT.BAR ADJACENT T3 <br />GARAGE DOOR OPENINGS. <br />NO.5VERT.BAR |NFILLED <br />CELL ATEACH END OFPIER <br />NO 5DOWEL TOMATCH EACH <br />SOLID FILLED &REINFORCED <br />CELL EXTENDING FROM FOOTING <br />TO LAP WALL REINFORCING <br />NVMIN 25''LAP UNLESS NOTED - <br />OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN O^BEND <br />AT BOTTOM. <br />CONCRETE <br />FOUNDATION WORK <br />H PER PLAN <br />TOP OF FINIS <br />FLOOR SLAB <br />----------- \ <br />4\ <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />� <br />APEXCN <br />oo <br />� <br />U <br />BE <br />r- <br />r <br />-1 <br />�_LU <br />_j <br />��de�gn�udles <br />��tds <br />a <br />BUOOREGENCY S0U��F�EBLVD. <br />w <br />LATERAL BRACING - MULTIPLE TRUSSES~� <br />�UV�1Qo'J����Q��L��,P��3�1 <br />cn <br />- <br />1. ALLRESTRANTLUM8cRGMOVVNSHALLBEox4NO.3GPFORBETTER(UN{). <br />cD <br />2. GHOULDA8CENAR|O AR|3ETHATDOESNDTREGEMBLETHD3E}ND|CATEDABOVE.|MME0ATELY <br />cz <br />CQNTACTTHEENG|NEER0FRECORDFORAPPROPRk�TEBRAC|NGDETA|LO, <br />3 BRAC|NGLUMBERGHALLiNTERGECTTHEVVEBGOFTHEBRACEDTRUGSKrL0CAT|0NS!ND|CATEDAS�"NEED|NGBRAC!NGONTHE|ND|NDU8lTRUG3DEn�LGPRODUCEDBYTHETRU88ENG!NEER <br />4.ALLFAGTENERS SHOVVNARE.151^x3^U]NG(UND). <br />-, <br />��� <br />RHOMON" <br />�5�DE8|GNEDPERBC8|-83.2O�7� <br />�� <br />j6" MAX <br />j 'MAX <br />MAX <br />T13RACEFASTENED T0 <br />L8RACEFASTENED TO <br />SCAB BRACE FASTENED nJ <br />VVEG��1OdAT0^O.C. <br />'IF (2)BRACES ARE <br />REQUIRED, APPLY E <br />TO EACH FACE OF WEB. <br />OND BEAM <br />REINFORCEMENT <br />Lu (SEE WALL SECTION) <br />FILL SOLID TO BOND BEAM <br />Lij <br />OF #-=----DEPTH OFLINTEL <br />CONTINUOUS LATERAL RESTRAINT7WEB <br />BRACE SUBSTITUTE <br />................ -------------- --------------- ----- . . . . .. ..... . 7 <br />WEB MEMBER <br />ECIFIED ALTERNATE BRACING <br />PP <br />SIZE <br />co 1�41L0001\\ <br />- <br />cl <br />U) <br />� <br />�~ <br />C) <br />z <br />_ <br />LU <br />CD <br />SINGLE TRUSS BRACING <br />1 INDIVIDUAL WEB BRACING MAY 8EUSED WHEN CONTINUOUS LATERAL <br />LO <br />RESTRAINT yCLFV|SSPECIFIED ONATRUSS DESIGN BUT AN <br />ALTERNATIVE WEB BRACING METHOD |8DESIRED. <br />0 <br />2 INDIVIDUAL WEB BRACING MAY CONSIST OFT-BRAC|NS.L-BRAQNS`OR <br />z <br />�� � <br />GCA8BRAC|NG. REFER TOCHART AND DETAIL FOR MORE INFORMATION. <br />CQ <br />�� <br />3INDIVIDUAL WEB BRACING MATERIAL TDBESAME SIZE, SPECIES, AND <br />~�~�� <br />m%^0 <br />GRADE ASYVEBT0BEBRACED. <br />UU _. <br />� <br />LL~ <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />�-------'8''PRECAST LINTEL, SEE PLAN. <br />EAM <br />BOND B <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />8U8 <br />LINTEL MAY BEFILLED <br />OR UNFILLED <br />�-------'B''PRECAST LINTEL. SEE PLAN, <br />�N� <br />�,�� <br />REINFORCEMENT <br />< <br />0 <br />(SEE WALL SECTION) <br />Oy <br />Lij <br />FILL SOLID TOBOND BEAM <br />c� <br />~ <br />= <br />L� <br />_ <br />� <br />C/) <br />< <br />[] <br />LINTEL REINFORCEMENT <br />Abbott Park <br />8 DEPTHDFLINTEL ASSEMBLY ^d' <br />~- <br />�� <br />LOT ~~ . ~� .. <br />����[����-���� <br />[1 <br />-- <br />- <br />#5BOTTOM BAR TOEXTEND <br />-^ <br />NOLESS THAN 1^BEYOND <br />z <br />_ <br />�� <br />0 <br />BEARING ATEACH END <br />-_ <br />GROUT FILLED LINTEL ASSEMBLY <br />PROJECT NO <br />LV <br />8^PRECAST LINTEL. SEE PLAN. <br />0- <br />2019������ <br />�� <br />�� <br />__ 0 <br />8F~1- <br />][ <br />on^ww. <br />CRD <br />-Ol <br />��_�� <br />r� <br />o <br />m �� uJ <br />' EAF c9 <br />[L <br />< <br />«vuVnoxx» LJ <br />�� �O <br />-�&I <br />0 <br />14. CD <br />co ' z <br />O � <br />LU�' - ~ � <br />0. <br />Cc <br />0 <br />«�� <br />'0,��yVf^��_����' - <br />0REVISIONS:��/ �/���� ~- <br />F- 4V <br />�REVISIONS:UJ <br />u_ <br />". <br />. . �� <br />�V <br />_ <br />_ 0 <br />EF <br />ST= <br />LU <br />��N���U����H ����������~����� �����K����U���- <br />��o�x��vxwou_ x��u_ CONNECTOR ��"" "_"�^�""�"-.-.~..~�� <br />