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9 <br />0 00 0 00 00 <br />0 <br />° <br />o <br />° <br />o <br />0o <br />0 <br />0 <br />----NOTE: <br />SHEATHING <br />0 <br />PROVIDE BLOCKING <br />EDGES, <br />0 <br />0 <br />AT ALL <br />0 <br />0 <br />a <br />o <br />0 <br />0 <br />° <br />0 <br />a <br />0 <br />0 <br />0 <br />0 0 <br />0 <br />0 0 <br />o <br />0 0 —0. ° <br />o o 0 0 <br />0 o o 0 II o <br />a o a a o <br />o <br />a <br />NAIL <br />12" IN <br />0 <br />0 <br />o <br />SPACING AT <br />FIELD <br />0 <br />a <br />lo. <br />0 0 o a 0 0 <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 />SINGLE NAIL EDGEVSPACING <br />1/2' 1/2 S <br />o a o <br />DOUBLE NAIL EDGE SPACIN( <br />12x4 BLOCKING <br />NAILING <br />STUD SPACING PER PLAN—/ <br />STRUCTURAL SHEATHING PER PLAN SHEATHING SPLICE -SAME THICKNESS AND <br />TYPICALSHEATHING DETAIL STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 UL <br />INT FINISH WOOD BUCK ATTACHMENT: <br />1z WOOD 1x CUSTOM PT BUCK TO MASONRY, <br />MATCH FRAME WIDTH, ATTACH w/"T" <br />1X PT BUCK NAILS @4" FROM ENDS AND 12" O.C. <br />REMAINDER. ATTACH WINDO THRU BUCK <br />INTO MASONRY PER FLORIDA PRODUCT <br />APPROVAI <br />ATTACH WINDOW PER <br />FLORIDA PRODUCT <br />APPROVAL <br />SILICONE SEALANT <br />FINISH PER ELEAVATIO <br />VI\LI\ILI\ uv vi\ iv Ivin�vl <br />_T—UP THICKNESS <2 1/4" <br />/4"0x4" TAPCONS @4" FROM EN <br />1 12" O.C. REMAINDER. <br />W14;TYPICAL WINDOW ATTACHMENT DETAIL <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL SHEETS <br />FOR NAILING & OTHER REQ. <br />INSULATION AS PER SPEC. <br />PRE-ENGINEERED ROOF <br />12 TRUSSES. REFER TO TRUSS <br />PER MFGR. DWGS <br />ELEV. ASPHALT ROOF SHINGLE <br />(OR TILE PER SPEC.) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />- �FASCIA PER COMMUNITY <br />SPEC. <br />FASCIA PER COMMUNITY <br />SPEC. <br />BOND BEAM PER PLAN <br />SEE STRUCT. FOR <br />ALL REINF. REQ. <br />W AM <br />EXTERIOR <br />INTERIOR <br />SEE STRUCT. DETAILS <br />FOR VARIATIONS <br />0'-0" FIN. FL <br />FINISHED GRADE <br />MONOLITHIC FIND., SEE <br />STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH, & REINF. <br />REQ. <br />VTYPICAL 1 STORY WALL SECTION <br />Scale: <br />NITS <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 />JILU <br />INT FINISH WOOD BUCK ATTACHMENT: <br />1x WOOD 2x— OR GREATER BUCK TO MASONRY <br />BUILT—UP THICKNESS <2 1/4" <br />2x PT BUCK = 1/4"00" TAPCONS 04" FROM <br />ENDS AND 12" O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />ALTERNATE: <br />ACH DOOR PER <br />RIDA PRODUCT <br />IROVAL <br />;K MOULD <br />SH PER ELEAVATION <br />,�,�TYPICAL DOOR ATTACTHMENDETAIL <br />yr w i� <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL SHEETS <br />FOR NAILING & OTHER REQ. <br />INSULATION AS <br />PER SPEC, <br />PRE-ENGINEERED ROOF <br />12 PER TRUSSES. REFER TO TRUSS <br />ELEV. &ALPSOOF SHINGLE <br />(OR TILE PER SPEC.) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />non <br />OIL REFER TO PLAN <br />u <br />FASCIA PER <br />COMMUNITY SPEC. <br />SOFFIT & OVERHANG <br />PER SPEC. <br />BOND BEAM <br />PER PLAN <br />PRECAST LINTEL <br />PER PLAN <br />OPENING w/ PRECAST <br />SILL PER PLAN <br />SEE STRUCT. FOR <br />ALL REINF. REQ. <br />EXTERIOR <br />INTERIOR <br />SEE STRUCT. DETAILS <br />FOR VARIATIONS <br />0'-0" FIN. FL. <br />° FINISHED <br />MON ITHIC FND., SEE <br />STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH & REINF. REQ. <br />ATYPICAL 1 STORY WALL SECTION <br />Scale: <br />N TS <br />STUD COLUMNS PER PLAN <br />Ya" SDS SCREW 0 16" O.C. — <br />STAGGERED EACH SIDE OF <br />POST (RESULTING IN 8" O.C. <br />OVERALL SPACING) <br />IUD COLUMNS PER PLAN <br />4-PLY: K x 5" SDS SCREWS <br />5-PLY: Y4 x 6" SDS SCREWS <br />6-PLY: Y" x 8" SDS SCREWS <br />7-PLY: Y" x 8" SDS SCREWS <br />CS16 OR EQUIV. (TOP, <br />MIDDLE AND BOTTOM) <br />)d NAILS @ 8" O.C. <br />I PLY) (2) 10d NAILS @ 8" O.C. <br />(EACH PLY) <br />PRIMARY METHOD <br />_ STUD PACK DETAIL <br />(2) SDWC15600 @ TOP OF <br />JACK STUDS, U.N.O. <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 48" LAP SPLICE w/ (3) 10d <br />COMMON NAILS AT ENDS. NAIL PLATES <br />CONT. w/ 10d COMMONS AT 16" O.C. — <br />(6) 10d NAILS KING STUD <br />TO HEADER (MIN 3 EA PLY) <br />(1) SIMPSON LSTA18 <br />CENTER ON HEADER. <br />SHEATHING PER PLAN — <br />2x STUDS AT 16" O.C. — <br />(3)SDWC15450 ® BOTTOM <br />OF JACK STUDS, U.N.O. — <br />NAILING PER PLAN <br />(2) SDWC15600 PLATE TO TRUSS, U.N.O. <br />— UPLIFT NAILING PER PLAN <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CRIPPLES AS REQ'D <br />PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 48" LAP SPLICE w/ (3) 10d <br />COMMON NAILS AT ENDS. NAIL PLATES <br />CONT. w/ 10d COMMONS AT 16" O.C. — <br />HEADER PER PLAN, (2) PLY <br />(6) 10d NAILS KING STUD TO <br />MIN. ADDTIONAL JACK STUD <br />HEADER (MIN. 3 EA. PLY) <br />AND CONNECTORS <br />REQUIREMENTS PER PLAN. <br />FASTEN WALL SHEATHING <br />(1) SIMPSON LSTA24 w/ (18) 10d <br />AT 3" O.C. ALL AROUND <br />NAILS U.N.O - CENTER ON BOTTOM - <br />OPENING <br />HEADER <br />CONNECT WALLS PER W10 DETAIL <br />2x STUDS AT 16" 0 C <br />_F_-17 <br />II II <br />I I I (3) SDWC15450 @ BOTTOM <br />I I I I OF KING/JACK, U.N.O. <br />II II <br />II II <br />II II <br />— L — J L <br />NOTE: TYPICAL FOR EXTERIOR BEARING WALLS <br />FRAMING TO BE 2x4 U.N.O. ON PLANS <br />TYPICAL FRAMED �BEARIN�GWALL <br />EXTERIOR CONC.WALL <br />b. <br />a: a <br />° <br />a <br />° <br />GARAGE DOOR AND "d. <br />TRACK, INSTALLED PER <br />n I <br />MANUFACTURERS <br />SPECIFICATIONS. <br />UE <br />2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2"'A" "L" BOLTS OR <br />5/8"x6" SIMPSON TITEN HD'S w/ 2" WASHERS AT 24" O.C. & <br />WITHIN 6" OF TOP AND BOTTOM. OR (2) ROWS OF 1/4"0" <br />MASONRY SCREWS 012" O.C. STAGGER ROWS 6' <br />FRAME TO BUCK TO MASONRY <br />EXTERIOR CONC.WALL ° <br />1/1" DRIVE-IN ANCHOR <br />•" .. Y .° <br />GARAGE DOOR AND ` <br />TRACK, INSTALLED PER .. <br />MANUFACTURERS �.rd n n '° <br />SPECIFICATIONS. - .._ <br />1/2" x 2 1/4" HILT SLEEVE ANCHOR OR EQUAL. MIN. <br />1 1/2" EMBED INTO MASONRY. (1) PER BRACKET <br />FRAME TO MASONRY <br />W16 YPIC�LGARAGE DO�RATTACHMENT DETAIL <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 />ALTERNATE METHOD IV Lnr kiln IvnL/ <br />►ni�a TYPI <br />CAL FILLED CELL DETAIL <br />Liu act FOR (4) PLY OR MORE STUD COLUMNS II 11 IV J�Ts <br />TRUSS BOTTOM CHORD PER <br />MANUF. 0 24" O.C. <br />(2) SDWC15600 TOP <br />PLATES TO EA HEADER <br />PLY ADJACENT TO EA <br />TRUSS, LINO <br />HEADER PER PLAN, (2) PLY MIN. ADDITIONAL <br />JACK STUD AND CONNECTORS REQUIREMENTS <br />PER PLAN. <br />FT —1 L <br />II II <br />II II <br />II II <br />II II <br />II II <br />I! II <br />— L — J L <br />NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING. <br />FRAMING TO BE 2x4 U.N.O. ON PLANS. IF CRIPPLE STUDS ABOVE <br />HEADER, CONNECT CRIPPLES TO TOP PLATES & HEADER w/ (1) H2.5A. <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 <br />12" TYPE C <br />14" TYPE B** <br />114"TYPEC**� <br />16" TYPE B <br />16" TYPE C <br />20" TYPE 8 <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 />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 />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 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 />1 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 p <br />4� <br />699 <br />1160 <br />1516 <br />1626 <br />2564 <br />3486 <br />2818 <br />3302 <br />699 <br />1245 <br />1516 <br />1 1843 <br />2564 <br />3486 <br />2964 <br />3387 <br />9'4" <br />8.01, <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 />1010" <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 />10'8" <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 />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 />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 />17' 4" <br />160" <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 />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-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 />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />12/15/20 <br />DAi" 1,} 1VIi1[dt t! <br />�0 I r <br />� r <br />r„ <br />0.8 <br />' STA P 40 <br />OR <br />NAL <br />O <br />o <br />MO <br />v <br />c� <br />O <br />0 <br />000 <br />^^� <br />;-i <br />O <br />v <br />U <br />r-+ <br />`Y' <br />mot+ <br />c� <br />cc5 <br />O <br />� <br />w <br />0 <br />C" <br />N <br />0 <br />u Ite G <br />x <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />S ruce <br />NPC nILD NUMBER <br />2116.501 <br />SHEET S4.2 <br />