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1B' CEMENT PLASTER IN ACCORDANCE <br />WITH ASTM C 926 a FBC 2014 R703.6 <br />FELT BACKED METAL LATHE IN <br />ACCORDANCE WITH ASTM C 1063 a <br />R703.6.1 OF THE 2014 FBC <br />WATER RESISTIVE BARRIERS <br />SFEATNNG FER PLAN <br />METAL FLASHING PER FBC 2014 <br />R903.2.1 <br />.: <br />METAL FLASHING 3-10 <br />UNPERFORATED FLANGE 79 <br />WEEP SCREED PER ASTM C 926 a <br />FBC 2014 R703.6.2.1 <br />MAINTAIN BOTTOM OF <br />WEEP SCREED I IR' TO 2' <br />AWA ROOF S EATHNG <br />CEMENT PLASTER IN ACCORDANCE WITH <br />ASTM C 926. WHEN PLASTER OVER WOOD <br />PROVIDE CONTROL JOINTS FOR A 144 SF <br />MAX PANEL AREA, MAXIMUM PANEL <br />ASPECT RATIO TO BE 2.5A AND THE <br />MAXIMUM DISTANCE BETWEEN JOINTS TO <br />BE 18 FT. JOINTS REQUIRED AT CORNERS <br />OF ALL OPENINGS. CONTROL JOINTS TO BE <br />AN APPROVED FABRICATED MEMBER <br />INSTALLED PRIOR TO PLASTER <br />APPLICATION. PITCH OF ROOF <br />ShOWN AS PARALLEL TO ABUTTING WALL. <br />DETAIL AND ALL COMPONENTS ARE ALSO <br />APPLICABLE TO ROOFS PITCHED <br />PERPENDICULAR TO ABUTTING WALL. <br />CEMENT PLASTER <br />OVER BLOCK 1ST <br />FLOOR <br />WEEP 50REED DETAIL <br />A <br />SCALE: NOT TO SCALE <br />NOTE: <br />THE BUILDING PAPER AND METAL LATH MUST <br />BE INSTALLED OVER THE TOP OF THE WEEP <br />SCREED. <br />6AE3LE END WALL BRAC I NCB ON MA50NR`I' <br />4 I <br />SCALE : NOT TO SCALE <br />MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL. NOTES FOR WIND SPEED SPECIFICATION <br />8EE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) lbd NAILS <br />SCFLEDULE FOR SIIEATH14 DETAIL � 2'x4' OUTLOOKER <br />2 <br />4' OjC. <br />TOP CORD <br />BLOCKING <br />FIRST FOUR <br />ROUE OF 45' s <br />l2x4� <br />TR155ES a I <br />P RTI& OR <br />EDGES OF BRACE <br />fQ L& EA, <br />SHEATHNG APPROX V FROM I <br />OUTLOOKER <br />TYPICAL RIDGE FASTENED AT ( <br />'L' BRACE TO EMEND <br />EACH JOINT W/ (3) Lod <br />AT LEAST Ws OF WEB <br />4 (2AOd TOE NAILS • <br />EA. END I <br />LENGTH (SEE TABLE) <br />COr1�lON TRUSS BEY 2x6 P.T. <br />SILL I <br />GABLE TRUSS <br />Wo COX PLYWOOD OR <br />I I i <br />W N OSB SHEAT14NG <br />2x4 PANEL BLOCKING Al 48' O.C. FOR THE FIRST I <br />ATTACFED W/ IOd <br />W-0' OF END WALL. FROM EA. END TYP. BOTTOM <br />NAILS a 6' OZ. EDGES <br />CORD ATTACHED UV (2)16-d TOENAILS I <br />AND 12' O.G. FIELD <br />LOd)(3' 3' O/C <br />THRo" CHORD <br />INTO Yxb' P.T. PLATE <br />2x4 'T' ON TOP OF PANEL BL <br />WEEP SCREED <br />FASTEN WITH 10cbc3' a 4' O/C <br />16TALLED PER MANLF. <br />5/8' OR 05 W&4 STRENGTH CEILING BOARD PER CODE <br />FASTENED WITH 8d COOLER NAILS OR 1 1/4' LONG DRYWALL <br />MOISTURE BARRIER <br />SCREWS COM L.YNG UNT14 ASTM CI002 FOR FIRST V-0' FROM <br />END WALL a 4' O/C TYPICAL <br />USP 14TA20 a EA TRUSS <br />5/8'x 10' 'J' BOLT a 32' O.C. MINIhIJf'9 6' FROM <br />VIERT. WEB (24' O)C MAX) <br />PLATE SPLICES !LV 3/104 "1 PLATE WASHER <br />7/8' CEMENT PLASTER IN ACCORDANCE WITH <br />ASTM C 926 a FBC 2014 R703.6 <br />NOTE: IF EMBEDDED <br />STRAP MISSED VERTICAL <br />Uzi USE <br />FELT BACKED METAL LATHE IN ACCORDANCE <br />MSTAM36 ON OUTSIDE <br />WITH ASTM C1063aR703.6.10FTHE 2014FBC <br />CABLE BRAC I NC <br />4A <br />WATER RESISTIVE BARRIERS PER FBC <br />SCALE : NOT TO SCALE <br />R703.6.3 WITH PERFORMANCE EQUAL OR <br />GREATER THAN 2 LAYERS GRADE D PAPER <br />INDIVIDUALLY INSTALLED <br />2 x ,{ 'IT" i3 L OCK I NG <br />WALL SHEATHING PER PLAN <br />2x4 BLOCKING 6 <br />KEEP TOP EDGE OF WEEP SCREED 2" <br />,1 Q 11 O.C. <br />`tv <br />BELOW TOP OF BLOCK <br />I 1(o d NAIL <br />-CAULK UNDERSIDE OF WEEP SCREED TO <br />11 5f ACE <br />L III Imo <br />CEMENTITIOUS FINISH <br />I <br />METAL FLASHING 3-1/7 UNPERFORATED <br />' I II'' II <br />ATTACHED W1 10 <br />FLANGE 71r WEEP PER ASTM C 926 a <br />I O.C. <br />N4 I L S tv 4" <br />FBC 2014 R703.6.2.1 <br />TYPICAL. <br />'EMENTITIOUS DECORATIVE FINISH <br />GA5LE TRUSS WEE <br />ALL INSIDE AND OUTSIDE CORNER WILL NEED <br />TO BE MITER CUT AND CAULKED ALL BUTT <br />JOINTS NEED TO BE CAULKED USING VULCUM <br />1 1 L� L 1 L L 1 L LZ t7 AG I N 6 <br />DO <br />CAULK FOR ALL <br />VV 1.� J.� 1� <br />48 <br />SCALE : NOT TO SCALE <br />2x4 LIT" SL_OC;KING <br />2x4 BLOCKING a I <br />481, O.C. <br />ILL 11 Bf;ZACG I <br />ATTACHED W1 10d I <br />I <br />NALL5 1@ 4" O.C. <br />TYPIC4L <br />CzA5LE TRU55 WEE3 <br />�S I NCLE 11L 11 BRAC I NCI N6LE "L 11 BRAG I NG <br />SCALE : NOT TO SCALE <br />trod NAIL <br />"L" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />'L' BRACE i <br />(U 2'x4' (UROJ <br />'L' BRACE <br />2'xb' (UNDJ <br />'L' BRACE <br />24' <br />00' - 3'-0' <br />1 N-0' - W-0' <br />W-0' 4 GREATER <br />SCISSOR GABLE - (U 2"x8" +2 S.PR a EACH VERTICAL AND <br />(2) 2"x8" FULL HEIGHT a DIAPHRAGM BLOCKING <br />NOTE: <br />1) 'L' BRACE MUST EXTEND AT LEAST W% OF UM LENGTH EXCEPT, SCISSOR GABLE WHICH <br />REQUIRES BRACE TO EMEND FULL FEKaI4T OF GABLE <br />2) 'L' BRACE TO BE FASTENED TO GABLE STUD WT14 Wdx3' NAILS a 4' O/C. <br />"L" BRACE W/ 10d s 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />16" O.C. • EACH STUD <br />�� GABLE END BRACING ON NID NALL <br />SC -ALE: NOT TO SCALE <br />MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />BACKNAIL W/ 2x4 OUTLOOKER a 24" O/C <br />SEE STRUCTURAL. <br />(2) l6d NAILS <br />NOTES AND NAILING <br />TOP CORD BLOCKING <br />SCHEDULE FOR <br />FOR FIRST FOUR ROWS <br />SHEATHING DETAIL <br />USP RTib OR OF TRUSSES a EDGES <br />OUtLOOKER OF SHEATHING T1'P. <br />2 "x4" GROSS BRACE <br />12" MAX. <br />APPROX. 6" FROM <br />RIDGE FASTENED At <br />"L" BRACE TO EXTEND <br />EACH JOINT W/ (2) <br />AT LEAST W% OF WEB <br />10d 4 (2) 10d TOE <br />LENGTH (SEE TABLE) <br />NAILS a EA. END <br />ABLE TRUSS <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />a 48" O/C FOR THE <br />1/16" OSB SHEATHING <br />FIRST (4) ROWS OF <br />ATTACHED W/ 10d NAILS <br />TRUSSES FROM EA. <br />a 6" O.G. EDGES AND 12" <br />END TYP. TOP 4 <br />O.C. FIELD <br />BOTTOM ATTACHED <br />(2) 16d NAILS <br />W/ (2) 16-d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />10dx3" a 4" O/C <br />SP HGA10 a 3fo" <br />O.C. <br />DBL. TOP STUD WALL <br />PLATE (SEE TYP. SEC.) <br />USP SPT24 a EACH STUD <br />CABLE BRAG INO ON NlI) NALL <br />I SCALE : NOT TO SCALE <br />2X4 OUTLOOKERS <br />BACKNAIL outlooker W/ TYPICAL ROOF CONSTRUCTION <br />(2) 160 NAILS AT lro" OC INCREASE NIALING TO 4" OC <br />FIELD AND EDGES, 5'-0" END <br />ZONE <br />USP RT3 W/ 8-80 <br />NAILS OR EQUAL <br />AT EA OUTLOOKER / <br />15/32" PLYWOOD / <br />NAILED 6" OC <br />2X4 "X" BRACE AT THE PEAK <br />FIELD 4 EDGE W/ <br />OF ALL GABLES 4 12" OC UNO <br />8D RING SHANK <br />EXTEND "X" BRACE ACROSS <br />NAILS, SEE PLAN <br />FIRST 4 TRUSS BAYS. PROVIDE <br />USP RTSA EA END OF BRACE <br />MEMBER <br />BOSTON HIP <br />SEE PLAN <br />V-02 MIN, <br />2X4 BLKNG FROM <br />"L" BRACE PER <br />GABLE END BACK <br />TABLE 4C N <br />8'-0" BETWEEN TRUSS <br />BTM. CHORD AT ALL <br />1� <br />BRACES <br />DIAPHRAGM <br />DROP GABLE END w/ UP TO A 12" OVERHANG. <br />OUTLOOKERS REQUIRED 24"o.0. MAX. NAIL PLYWOOD <br />4"OZ. FIELD 4 EDGES W/ 8d RING SHANK <br />X BRACE FOR CABLE FACES NOT OVER HALLS I$ E305TON H I P <br />WALE: NOT TO SCALE <br />"L" BRACE PER <br />TABLE 4C <br />ar_ <br />2X4 BLOCKING a PEAK 4 AS <br />SPECIFIED BY TRUSS MANF. <br />VALLEY TRUSS 24" OC TYP <br />USE USP RT3 OR SIMPSON H3 <br />FROM EA TRUSS TO VALLEY <br />TRUSS IF NO CONNECTOR <br />PROVIDED BY TRUSS COMPANY <br />2X4 DIAGONAL BRACING <br />1/2" PLYWOOD ROOF SPANNING FIRST (3) BAYS AND <br />DECK (SEE OTHER END -NAILED W/ (3) 16D NAILS <br />DETAILS FOR (2) 16D NAILS t0 EA END. PROVIDE BRACING a <br />ROOFING SPECS) EA KING POST ON PEAK AND QUARTER POINTS <br />VALLEY TRUSS WHERE BRACED HEIGHT IS *OR <br />GREATER <br />TRUSS TOP CORD <br />NOTE: FOR BRACED HEIGHTS <br />DROP GABLE END w/ UP t0 A 12" OVERHANG. LESS THAN 4' NO DIAGONAL <br />OUTLOOKERS REQUIRED 24"o.a. MAX. NAIL PLYWOOD BRACING IS REQUIRED. <br />4"O.C. FIELD 4 EDGES w/ 8d RING SHANK <br />BRAC I NC FOR CABLE VALLEY TRUSSES <br />SCALE : NOT TO SCALE <br />o <br />rn <br />I-r <br />O0 n <br />�� <br />In <br />z o�o� <br />a �00 <br />allo 0 <br />M <br />z~IL'u <br />ccaQ� <br />z 6 <br />2: <br />f <br />� G� <br />W Lu <br />JCD <br />=W zz <br />W I-040 ZFFN ZZGZ> <br />Lii <br />w <br />W O Q O W y W Q Q <br />�a V .-KU-j u%- QJ4 <br />�¢`QiQ`''Z�tA��3NWjy <br />cm <br />Q <br />O <br />Qj U_j 4 W 8 W W 2 L OZ 0 <br />6.mgzx mozam u <br />h <br />W Q U a x Z 2 a a D O C <br />az I,_ o2 8�0 <br />Lco <br />n <br />cn <br />QNNI-FmHUe-N7LL <br />a <br />J <br />w <br />O <br />N <br />Q <br />O <br />o <br />aq <br />J <br />w <br />p <br />_0 <br />tiaw fti4i,9 <br />f,aw J LL <br />O <br />m <br />O <br />W <br />� N <br />0 d Ll <br />N <br />IF BOX IS 1" SQ THEN <br />SCALE OF DRAWING <br />IS: 1/4" = V -0". <br />F BOX IS 1/2" SQ. THEN <br />SCALE OF DRAWING <br />1L <br />N <br />7) <br />O <br />W <br />zIL <br />N <br />N <br />Q <br />O <br />11.1 <br />v <br />T_ <br />vQ <br /><� <br />lU <br />} <br />U1 <br />�i-m-kn <br />�91 <br />= <br />ISSUED FOR PERMIT <br />12-IS-16 <br />VERSION: 2015-4 <br />12-19-16 <br />fp 2 <br />JOB 0 161609 <br />COPYRIGHT 2015 <br />LENNAR HOMES <br />