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o ° a a a a a o a ° a a a a <br />a <br />a <br />NOTE: <br />o <br />PROVIDE BLOCKING <br />o <br />AT ALL <br />e <br />a <br />o <br />e <br />° <br />SHEATHING <br />EDGES. <br />0 <br />0 <br />a <br />a <br />° <br />0 0 <br />a o <br />o e <br />o a <br />o 0 0 o a <br />a a a ° a <br />a a a a o <br />a a a ° a <br />a <br />a <br />0 <br />° <br />° <br />0 <br />AIL <br />o <br />0 <br />SPACING AT <br />o <br />a <br />0 <br />° <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />12 IN <br />0 <br />0 <br />FIELD <br />0 <br />0 <br />a <br />0 <br />0 <br />0 <br />0 <br />o <br />0 <br />o e o 9e 0 0 0 o a a o 0 0 <br />STUD SPACING PER PLA STRUCTURAL SHEATHINGJ PE <br />�IRrn�ln nnw unlcnlnllun n� nnu .mu+irnnv <br />W01 TYPICAL SHEATHING DETAIL <br />INT. FINISH WOOD BUCK ATTACHMENT: <br />1x CUSTOM P.T. BUCK TO MASONRY <br />1x WOOD MATCH FRAME WIDTH, ATTACH wl T NALS @ 12 <br />1x P.T. BUCK ?FROM ENDS AND 12'O.C. REMAINDER. PER <br />ATTACH WINDOW THRU BUCK INTO MASONRY EL . <br />ATTACH WINDOW PER PER FLORDA PRODUCT APPROVAL <br />FLORIDA PRODUCT <br />APPROVAL <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 />8d <br />3' O.C. <br />3' O.C. <br />12' O.C. <br />ALL <br />EDGES <br />SLICONE SEALANT <br />FINISH PER ELEVATION <br />ALTERNATE: <br />2x OR GREATER BUCK TO MASONRY <br />BULT­UP THICKNESS < 2114' =11410 x 4' <br />TAPCONS @ 4'FROM ENDS AND 12-O.C. <br />REMAINDER. w11119 EMBEDMENT <br />rvATYPICAL WINDOW ATTACHMENT DETAIL <br />Scale: <br />N.T.S. <br />INT. FNISH <br />1XWOOD <br />2x P.T. BUCK <br />ATTACH DOOR PER <br />RDW PRODUCT <br />APPROVAL <br />BRICK MOLD <br />FINISH PER ELEVATION <br />TYPICAL DOOR ATTACHMENT DETAIL <br />N.T.S. <br />EXTERIOR CONC.WALL <br />GARAGE DOOR <br />PER MANUFACII <br />FXIEIEDR CONC.WALL <br />114' DRIVE41 ANCHOR <br />GARAGE DOOR AND TRACK NSTAILFD <br />PER MANUFACTURERS <br />SPECWTICINS. <br />". .•III.'. <br />Fie Name: <br />WGM-140 <br />WOOD BUCK ATTACHMENT: <br />& OR GREATER BUCK TO MASONRY <br />BULT UP THK20NEESS < 2 IN =11410 x 4' <br />TAPCONS @ 4' FROM ENDS AND 12' O.C. <br />REMAINDER wl 1114' EMBEDMENT <br />ALTERNATE: <br />Ix CUSTOM PT BUCK TO MASONRY <br />MATCH FRAME WIDTH, ATTACH wl T MILS <br />@ 4' FROM DIDS AND IT O.C. REMAINDER. <br />ATTACH DOOR THRU BUCK INTO MASONRY <br />PER RORDA PRODUCT APPROVAL <br />File Name: <br />WGM-150 <br />2X6 WOOD BUCKANCHORED TO CMU w/ <br />11YX8"L'BOLTS OR 518'x6'SMPSON <br />TEN HD5 wl?WASHERS AT 24'O.C. & <br />WITHIN 6' OF TOP AND BOTTOM, OR (2) <br />LOWS OF 114'x 3' MASONRY SCREWS @ <br />ITO.C. STAGGER ROWS GFROM EACH <br />END <br />112'x 2114' HLTI SLEEVE ANCHOR <br />OR EQUAL MIN.110 EMBED Ni0 <br />MASONRY (1) PER BRACKET <br />FRAMETO MASONRY <br />TYPICAL GARAGE DOOR ATTACHMENT <br />Scale: <br />N.T.S. <br />File Name: <br />WGM-160 <br />INTERIOR <br />NG <br />IN( <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 />8d <br />3' O.C. <br />3' O.C. <br />12" O.C. <br />ALL <br />SHEATHING <br />EDGES <br />W02)GABLE END SHEATHING DETAIL <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL <br />SHEETS FOR NAILING & <br />OTHER REQ. / <br />Li <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 />AfN REFER TO PLAN <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 />SEE STRUCT. DETAILS FOR <br />VARIATIONS <br />OlL0'-0' <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />W30 IYP. 1-STORY WALL SECTION <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL <br />SHEETS FOR NAILING & <br />OTHER REQ. <br />12 <br />PER <br />ELEV. <br />L1 <br />INTERIOR <br />STRAP INSIDE FACE OF WALL PER — <br />WIO WHEN TRUSS STRAPS <br />INSTALLED ON INSIDE <br />(NON -SHEATHED) FACE OF WALL <br />MTS16 FROM EA. TRUSS <br />TO 0. <br />�— EDGE NAIL SHEATHING <br />SIMPSON H25A 0 TOP do BOTTOM OF <br />PER PLAN DBL 2X TOP PLATE BOTTOM 2X OF TOP <br />CRIPPLES AS REQ D, PLATE TO BE SPLICED OVER A STUD. <br />OPENING FRAMING (JACK STUDS ONLY) <br />STRAPPING AT INTERIOR PROVIDE 48' LAP SPLICE w/ (3) 10d <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 />PROVIDE 48' LAP SPLICE w/ (3) 10d <br />COMMON NAILS AT ENDS NAIL PLATES <br />HEADER PER PLAN, (2) PLY (6) 10d NAILS 1P TO <br />CONT. w/ 10d COMMONS AT 16' O.C. <br />MIN. ADDTIONAL JACK STUD HEADER (MIN. 3EA ) <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 0— <br />STRUCTURAL SHEATHING PER PLAN <br />INTERIOR NON -SHEATHED WALLS <br />(ON OPPOSITE SIDE OF Wes) <br />DOUBLE SILL AS REQ. FOR 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 <br />I I I ( EDGE NAIL SHEATHING PER PLAN — <br />II II <br />_u_-.1 <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />u►nG YPICAL FRAMED BEARING WALL <br />vvvv ISM <br />INSULATION AS <br />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 />OOCILRE TO PLAN <br />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 />01L0'-0' <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />W31 IYP. 1-STORY WALL SECTION <br />:BAR, CONT. IN <br />BEAM <br />BEAM PER PLAN <br />:BAR VERTICAL <br />-D 25" MIN. U.N.O. <br />_BAR VERTICAL IN <br />FILLED CELLS, <br />PLAN). <br />--BAR VERTICAL <br />1 25" MIN. U.N.O. <br />CLEAN OUT AT ALL <br />CELLS. <br />'OUNDATION PLAN <br />DETAILS FOR FOOTING <br />ORCING. <br />TRUSS BOTTOM CHORD PER <br />MANUF. 0 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 do 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 />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' UNTEL <br />8" TYPE B <br />8 TYPE C <br />1211 TYPE B <br />12 TYPE C <br />14" TYPE B** <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 />32TYPE B <br />32' TYPE C <br />2'10" <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 />2%2 <br />N31 <br />37% <br />4576 <br />5" <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 />7'6" <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 />3496 <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 />1943 <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`01, <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 />13% <br />1846 <br />2423 <br />3127 <br />4006 <br />12'0" <br />10.8" <br />292 <br />525 <br />873 <br />N/A <br />1254 <br />16M <br />2193 <br />2805 <br />3552 <br />525 <br />873 <br />N/A <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />12'6" <br />11'2" <br />277 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <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 />1410" <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 />1T 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 />18.01, <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 />N/A <br />340* <br />N/A <br />598* <br />845* <br />1114* <br />1345* <br />1468* <br />*PRESTRESSED <br />** 8" W/2" RECESS U-UNTELS <br />Tvne A = Unfilled no Rebar, Tvne B =Continuous Grout Steel per Plan in Bond Beam Only; Type C = Continous Grout, Steel per plan in Bond Beam & Lintel <br />Iu Lnr IIMUML) <br />W19IYP%L FILLED CELL DETAIL <br />co <br />00 <br />O <br />VJ <br />N <br />;_q <br />CMr <br />N <br />0 <br />0 <br />•� <br />'d <br />O <br />0 <br />� <br />>� <br />c" <br />4.1 <br />N <br />I� <br />*PulteGroup- <br />4)lie <br />93 <79 <br />N <br />0 <br />0M <br /><; 1 <br />o <br />O <br />L---, <br />00�. <br />1-1U <br />.)c <br />� N <br />O V <br />� o � <br />'1c <br />O <br />es <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx /xx /xxxx <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />ENGINEERIN(L <br />PROJECT TYPEC.O.A.# <br />21U9 <br />Famfl <br />' I THOMAS A. WE11M, FS <br />P.E. # M42 FLORIDA <br />N BENJAMIN NIESE, PE <br />SPECIFICATION LEVEL <br />P.E. 0 86026 FLORIDA <br />to <br />617/21 <br />DATE��t1IItI i <br />��' <br />LAN NAME <br />Cedar <br />;. <br />PC CHILD NUMBER <br />- <br />2810.500 <br />4 <br />SHEET <br />t01ts>a . �' C� : <br />S4.2 <br />fQNA4 <br />1► <br />_ L <br />