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a <br />°---NOTE: <br />a <br />° <br />a <br />° <br />a <br />° <br />a <br />° <br />° <br />° <br />SHEATHING <br />° <br />PROVIDE BLOCKING <br />EDGES. <br />° <br />AT ALL <br />o <br />a <br />° <br />° <br />° <br />° <br />° <br />° <br />° ° <br />° <br />° °°° <br />° ° <br />° <br />o 0 0 <br />as a <br />0 0 ° ° <br />° <br />0 <br />AIL <br />12" IN <br />° <br />° <br />0 <br />SPACING AT <br />FIELD <br />a <br />° ° 9° ° ° ° ° ° ° ° <br />EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BLOCKING <br />REQUIRED (MIN) <br />SIZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />7/16 SHEATHING <br />Z <br />3 O.C. <br />3 O.C. <br />12 O.C. <br />ALL <br />EDGES <br />C'IAIr_'1 C AI All l=n _`C 'C`D A PIMP- <br />1 /2" V2 s <br />1 /2" <br />11(11 IQI C AI A II C11P'_C CD A (TRIP`_ <br />---2x4 BLOCKING <br />STUD SPACING PER PLA NAILING <br />STRUCTURAL SHEATHINGJ PER PLAN SHEATHING SPLICE -SAME THICKNESS AND <br />STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />,ATYPICAL SHEATHING DETAIL <br />INIT. FINISH <br />WOOD BUCK ATTACHMENT: <br />1x CUSTOM P.T. BUCK TO MASONRY <br />1x WOOD <br />MATCH FRAME WIDTH, ATTACH WI T NABS @ <br />1x P.T. BUCK <br />4' FROM ENDS AND 1? O.C. REMAINDER. <br />ATTACH WINDOW THRU BUCK MO MASONRY <br />ATTACH WINDOW PER <br />PER FLORIDA PRODUCT APPROVAL <br />FLORIDA PRODUCT <br />APPROVAL <br />ALTERNATE: <br />SWCONE SEALANT <br />2x OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS < 2114' =11410 x 4' <br />FINISH PER ELEVATION <br />Tearntic 0,10PPOAA mine wn irn r, <br />TYPICAL WINDOW ATTACHMENT DETAIL <br />Scale: <br />N.T.S. <br />WOOD BUCK ATTACHMENT: <br />TNT. FINISH <br />2x OR GREATER BUCK TO MASONRY <br />1x WOOD <br />BULT-UP THICKNESS < 2114' =11410 x 4' <br />2x P.T. BUCK <br />TAPCONS @ 4' FROM ENDS AND 1? O.C. <br />REMAINDER w11114' EMBEDMENT <br />ATTACH DOOR PER <br />FLORIDA PRODUCT <br />APPROVAL <br />ALTERNATE: <br />1x CUSTOM PT BUCK TO MASONRY <br />BRICK MOLD <br />MATCH FRAME WIDTH, ATTACH WI T NAIL <br />FINISH PER ELEVATION <br />@ 4' FROM ENDS AND 1? O.C. REMAINDE <br />TYPICAL DOOR ATTACHMENT DETAIL <br />saale:N N. T. S. <br />EXTERIOR CONC.WALL <br />GARAGE DOOR AND TRACK, INSTALLED <br />PER MANUFACTURERS SPECIFICATIONS. <br />EXTERKIR CONC.WALL <br />1W DRIVE-IN ANCHOR <br />GARAGE DOOR AND TRACK, INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS. <br />FRAME TO MASONRY <br />TYPICAL GARAGE DOOR ATTACHMENT <br />2X6WOOD BUCK ANCHORED TO CMU WI <br />11?x TV BOLTS OR 518'x V SIMPSON <br />TITEN HD5 WI ?WASHERS AT 24'O.C. & <br />WITHIN 6' OF TOP AND BOTTOM, OR (2) <br />ROWS OF 114' x ? MASONRY SCREWS @ <br />12' O.C. STAGGER ROWS T FROM EACH <br />END <br />11? x 2114' HILTI SLEEVE ANCHOR <br />OR EQUAL MIN.111? EMBED INTO <br />MASONRY (1) PER BRACKET <br />CUEADIAIAI I I ATLDAI <br />EXTERIOR GABLE END SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BLOCKING <br />REQUIRED (MIN) <br />SIZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />7/16" MIN <br />gd <br />3" O.C. <br />3" O.C. <br />12" O.C. <br />ALL <br />SHEATHING <br />EDGES <br />STRUCTURAL SHEATHING <br />NAIL SPACING 0 12" IN FIELD <br />nu�n� u A u r-nAr' nn A AuIA <br />W02 GABLE END SHEATHING DETAIL <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL <br />ni IrrTr, rnn AI All IAIn 0- <br />INSULATION AS PER SPECS. <br />PRE-ENGINEERED ROOF TRUSSES. <br />REFER TO TRUSS MFGR. DRAWINGS. <br />ROOF SHINGLE <br />(OR TILE PER SPEC) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />�1.I11gtiC1l9�1►■ <br />FASCIA PER COMMUNITY SPEC <br />SOFFIT & OVERHANG PER <br />SPECIFICATIONS <br />BOND BEAM PER PLAN <br />SEE STRUCT. FOR ALL <br />REINFORCEMENT <br />REQUIREMENTS <br />EXTERIOR <br />SEE STRUCT. DETAILS FOR <br />VARIATIONS <br />OIL 0'-0" <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />TYP. 1-STORY WALL SECTION <br />INTERIOR <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL <br />STRAP INSIDE FACE OF WALL PER <br />MTS16 FROM EA TRUSS <br />W10 WHEN TRUSS STRAPS <br />TO HDR. <br />INSTALLED ON INSIDE <br />< <br />(NON -SHEATHED) FACE OF WALL <br />EDGE NAIL SHEATHING <br />SIMPSON H2.5A 0 TOP & BOTTOM OF <br />PER PLAN DBL 2X TOP PLATE. BOTTOM A OF TOP <br />CRIPPLES AS REQ'D, <br />OPENING FRAMING (JACK STUDS ONLY) <br />PLATE TO BE SPLICED OVER A STUD. <br />STRAPPING AT INTERIOR PROVIDE 48" LAP SPLICE w/ (3) tOd <br />FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CONT. w/ 10d COMMONS AT 16' O.C. - <br />PLATE TO BE SPLICED OVER A STUD. <br />04 <br />LAP SPLICE w/ (3) 10d <br />PROVIDECOMMON 48"NAILS <br />COMMON NAILS AT ENDS. NAIL PLATES <br />HEADER PER PLAN, (2) PLY 6 10d NAILS KING STUD TO <br />CONT. w/ 10d COMMONS AT 16' O.C. <br />MIN. MOTIONAL JACK STUD HEADER ( MIN. 3 EA. PLY) <br />AND CONNECTORS <br />(6) 10d NAILS KING STUD <br />REQUIREMENTS PER PLAN. <br />TO HEADER (MIN 3 EA PLY) <br />(1) SIMPSON LSTA24 w/ (18) 10d <br />FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM <br />(1) SIMPSON LSTA18 <br />AT 3' O.C. ALL AROUND HEADER <br />CENTER ON HEADER. <br />OPENING <br />CONNECT WALLS PER W10 DETAIL •— <br />STRUCTURAL SHEATHING PER PLAN <br />INTERIOR NON -SHEATHED WALLS <br />(ON OPPOSITE SIDE OF WALL) <br />DOUBLE SILL AS REQ. FOR <br />2x STUDS AT 16" O.C. <br />SHUTTER ATTACHMENT <br />2x STUDS AT 16' O.C. <br />— SHEATHING PER PLAN 0 EXTERIOR — <br />WALLS AND SHEAR WALLS (ON <br />OPPOSITE SIDE OF WALL) <br />EDGE NAIL SHEATHING <br />I I I I (1) SP4 TO KING & JACK STUD U.N.O.- <br />PER PLAN I I <br />I I I I EDGE NAIL SHEATHING PER PLAN — <br />1 <br />NOT: FOR EXTERIOR BEARING WALLS ONLY <br />iA►ACIYPICAL FRAMED BEARING WALL <br />SHEETS FOR NAILING & INSULATION AS <br />OTHER REQ. PER SPECS. <br />PRE-ENGINEERED ROOF <br />TRUSSES. REFER TO <br />TRUSS MFGR. DRAWINGS. <br />ROOF SHINGLE <br />(OR TILE PER SPEC) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />OiLREFER TO PLAN <br />LJ <br />_ _ J FASCIA PER COMMUNITY SPEC <br />SOFFIT & OVERHANG PER <br />SPECIFICATIONS <br />BOND BEAM PER PLAN <br />PRECAST LINTEL PER PLAN <br />OPENING W/ PRECAST <br />SILL PER PLAN <br />SEE STRUCT. FOR ALL <br />REINFORCEMENT <br />REQUIREMENTS <br />EXTERIOR <br />SEE STRUCT. DETAILS FOR <br />VARIATIONS <br />0141 <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />W31 TYP. 1-STORY WALL SECTION <br />EBAR, CONT, IN <br />I BEAM <br />BEAM PER PLAN <br />EBAR VERTICAL <br />ED 25" MIN. U.N.O. <br />EBAR VERTICAL IN <br />FILLED CELLS, <br />PLAN). <br />EBAR VERTICAL <br />ED 25" MIN. U.N.O. <br />CLEAN OUT AT ALL <br />D CELLS. <br />FOUNDATION PLAN <br />DETAILS FOR FOOTING <br />-ORCING. <br />TRUSS BOTTOM CHORD PER <br />MANUF. • 24' O.C. <br />`— EDGE NAIL SHEATHING TO TOP <br />PLATE AND TOP AND BOTTOM <br />OF HEADER PER PLAN <br />HEADER PER PLAN, (2) PLY <br />MIN, ADD JACK/KING STUDS <br />AND CONN. REQ. PER PLAN. <br />DOUBLE UPPER SILL AS REQ. <br />FOR SHUTTER ATTACHMENT <br />EXTERIOR WALLS & SHEAR <br />WALLS ONLY, FASTEN <br />SHEATHING AT 3' O.C. ALL <br />AROUND OPENING <br />DOUBLE SILL AS REQ. FOR <br />SHUTTER ATTACHMENT <br />II II <br />II II <br />II II <br />II II <br />II II <br />NOTE: TYPICAL FOR INTERIOR BEARING <br />WALLS w/o SHEATHING, INTERIOR SHEAR <br />WALLS AND EXTERIOR WALLS w/ SHEATHING <br />PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 <br />LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: <br />CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. <br />MAXIMUM LOAD (PLF) <br />APPROX. <br />LINTEL LENGTH <br />MAX. CLEAR <br />OPENING <br />TYPE A <br />8" LINTEL <br />8" TYPE B <br />8" TYPE C <br />12" TYPE B 114�:TYPEB** <br />12" TYPE C <br />14" TYPE C** <br />16" TYPE B <br />16" TYPE C <br />20 TYPE B <br />20" TYPE C <br />24" TYPE B <br />24" TYPE C <br />28" TYPE B <br />28" TYPE C <br />32" TYPE B <br />32" TYPE C <br />T 10" <br />1'6" <br />2231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6607 <br />8054 <br />9502 <br />10000 <br />3069 <br />4605 <br />5206 <br />6113 <br />7547 <br />8974 <br />10000 <br />10000 <br />3- 6" <br />2'2" <br />2231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6607 <br />8054 <br />9502 <br />10000 <br />3069 <br />4605 <br />5206 <br />6113 <br />7547 <br />8974 <br />10000 <br />10000 <br />4'0" <br />2'8" <br />1783 <br />2561 <br />2751 <br />3280 <br />3820 <br />4890 <br />5961 <br />7034 <br />8107 <br />2561 <br />4605 <br />5206 <br />6113 <br />7547 <br />8974 <br />10000 <br />10000 <br />4'6" <br />3'2" <br />1343 <br />1969 <br />2110 <br />2992 <br />2931 <br />3756 <br />4576 <br />5400 <br />6224 <br />1969 <br />4375 <br />5206 <br />6113 <br />7019 <br />8672 <br />10000 <br />10000 <br />4'8" <br />3'4" <br />1217 <br />1349 <br />1438 <br />1716 <br />1999 <br />2560 <br />3132 <br />3686 <br />4249 <br />1349 <br />3090 <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />8203 <br />5'4" <br />4'0" <br />1006 <br />1349 <br />1438 <br />1716 <br />1999 <br />2560 <br />3132 <br />3686 <br />4649 <br />1349 <br />3090 <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />8203 <br />5'10" <br />4'6" <br />860 <br />1105 <br />1173 <br />1600 <br />1631 <br />2090 <br />2549 <br />3009 <br />3470 <br />1105 <br />2622 <br />4242 <br />4360 <br />3942 <br />4889 <br />5817 <br />6662 <br />66" <br />5'2" <br />710 <br />1232 <br />2177 <br />3738 <br />3480 <br />3031 <br />3707 <br />4383 <br />5061 <br />1232 <br />2177 <br />2738 <br />3480 <br />5381 <br />8360 <br />8625 <br />7590 <br />T 6" <br />6' 2" <br />570 <br />991 <br />1729 <br />2108 <br />2632 <br />2205 <br />2698 <br />3191 <br />3685 <br />991 <br />1729 <br />2108 <br />2632 <br />3898 <br />5661 <br />4742 <br />5501 <br />8'4" <br />7'0" <br />488 <br />699 <br />1160 <br />1516 <br />1626 <br />2564 <br />3486 <br />2818 <br />3302 <br />699 <br />1245 <br />1516 <br />1843 <br />2564 <br />3486 <br />2964 <br />3387 <br />9'4" <br />8' 0" <br />416 <br />699 <br />1160 <br />N/A <br />1625 <br />2564 <br />3486 <br />2818 <br />3302 <br />699 <br />1245 <br />N/A <br />1843 <br />2564 <br />3486 <br />2964 <br />3387 <br />10'6" <br />9'2" <br />354 <br />535 <br />890 <br />N/A <br />1247 <br />2093 <br />2777 <br />2163 <br />2536 <br />535 <br />1054 <br />N/A <br />1533 <br />2093 <br />2781 <br />2259 <br />2615 <br />11'4" <br />10'0" <br />315 <br />567 <br />890 <br />N/A <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />567 <br />945 <br />N/A <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />12' 0" <br />1018" <br />292 <br />525 <br />873 <br />N/A <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />525 <br />873 <br />N/A <br />1254 <br />1684 <br />2193 <br />2905 <br />3552 <br />IT 6" <br />11'2" <br />277 <br />471 <br />755 <br />N/A <br />1075 <br />1429 <br />1838 <br />2316 <br />2883 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />13'4" <br />12'0" <br />255 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2535 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />14'0" <br />12' 8" <br />239 <br />424 <br />706 <br />N/A <br />1002 <br />1326 <br />1697 <br />2127 <br />2278 <br />424 <br />706 <br />N/A <br />1002 <br />1328 <br />1697 <br />2127 <br />2630 <br />14'8" <br />13'4" <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />783* <br />N/A <br />1234* <br />1421* <br />1779* <br />2188* <br />2662* <br />15'4" <br />14'0" <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />710* <br />N/A <br />1160* <br />1331* <br />1660* <br />2032* <br />2459* <br />174" <br />16' 0" <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />548* <br />N/A <br />952* <br />1117* <br />1379* <br />1671* <br />1997* <br />19'4" <br />18'0" <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />420* <br />N/A <br />750* <br />960* <br />1177* <br />1415* <br />1676* <br />20'0" <br />18'8" <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />NJA <br />340* <br />N/A <br />598* <br />1 845* <br />1114* <br />1345* <br />1468* <br />* PRESTRESSED <br />** 8" W/2" RECESS U-LINTELS <br />Type A= Unfilled no Rebar, Type B =Continuous Grout, Steel per Plan in Bond Beam Only; Type C=Continous Grout, Steel per plan in Bond Beam & Lintel <br />fl/ Lf1f kI IFIVnL) <br />W19 TYPICAL FILLED CELL DETAIL <br />O <br />O <br />co <br />r'4 <br />00 <br />45 <br />0 <br />0000 <br />%i <br />a1 <br />O <br />.r,5 <br />N <br />V� <br />M <br />en <br />c% <br />•IV-'1=11 <br />ro <br />O <br />� <br />w <br />0 <br />� <br />Nm� <br />tPulteGroup- <br />C)_ <br />0 <br />N <br />M <br />0 M <br />� w <br />00 ­_4 <br />p <br />o <br />.-(:1 1--1 <br />cts <br />as " <br />00 <br />M <br />PRODUCT MANAGER <br />RELEASE I <br />I)AW. vv /vv /vvvv <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />N.T.S. <br />File Name: <br />WGM-160 <br />��tilttk <br />