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__ _ _-1 �. 4WeL_luulu!14.� — <br />0 <br />0 0 0 0 0 0 0 0 0 0 0 0 0 0 <br />° <br />OTE: <br />PROVIDE BLOCKING <br />AT ALL <br />° <br />° <br />° <br />SHEATHING <br />EDGES. <br />° <br />0 <br />o <br />° <br />O O <br />0 0 <br />O O°° <br />° 0 <br />0 0 ° <br />0 ° ° ° ° <br />0 0 0 ° o <br />° ° o ° ° <br />0 <br />O <br />0 <br />° <br />° <br />AIL <br />° <br />SPACING AT <br />0 <br />0 <br />0 <br />° <br />° <br />° <br />o <br />12" IN <br />FIELD <br />° <br />0 <br />o <br />° <br />° ° ° 0 0 o U 0 ° ° 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 />SPACNG <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 EDGE -SPACING <br />1/2 S <br />° <br />DOUBLE NAIL EDGE SPACIN( <br />---2x4 BLOCKING <br />NAILING '>ZSHEATHING SPLICE -SAME THICKNESS AND <br />STUD SPACING PER PLA STRUCTURAL SHEATHINGJ PER FiLAN_4�_ STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />INT FINISH WOOD BUCK ATTACHMENT: <br />ix WOOD 1x_ CUSTOM PT BUCK TO MASONRY. <br />MATCH FRAME WIDTH, ATTACH W/"T" <br />1X PT BUCK NAILS V FROM ENDS AND 12" O.C. <br />REMAINDER. ATTACH WINDO THRU BUCK <br />INTO MASONRY PER FLORIDA PRODUCT <br />APPROVAL <br />ATTACH WINDOW PER <br />FLORIDA PRODUCT <br />APPROVAL <br />SILICONE SEALANT <br />FINISH PER ELEAVATION <br />ALILKNAIL: <br />2x OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS <2 1/4" <br />= 1/4"00" TAPCONS 04" FROM ENDS <br />AND 12" O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />W141TYPICAL WINDOW ATTACHMENT DETAIL <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 />'ROVAL <br />CK MOULD <br />SH PER ELEAVATION <br />,T,� , TYPICAL DOOR ATTACHMENT DETAIL <br />Y v I %J JUL <br />EXTERIOR CONC WALL <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />MANUFACTURERS <br />SPECIFICATIONS. <br />EXTERIOR CONC.wALL <br />1/4' DRIVE-IN ANCHOR <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />MANUFACTURERS <br />SPECIFICATIONS. <br />L2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2"A' 'L' BOLTS OR <br />5/8'x6' SIMPSON TITEN HO'S w/ 2' WASHERS AT 24' O.C. & <br />WITHIN 6' OF TOP AND BOTTOM. OR (2) ROWS OF 1/4'x3' <br />MASONRY SCREWS 012' O.C. STAGGER ROWS 6' <br />FRAME M BUCK M MASONRY <br />............ : . <br />. � I . • d. � �� a .• . • • <br />'--1/2' x 2 1/4' HILTI SLEEVE ANCHOR OR EQUAL MIN. <br />1 1/2' EMBED INTO MASONRY. (1) PER BRACKET <br />FRAME M MASONRY <br />W16 YPIC�LGARAGE DO�RATTACHMENTD ETAIL <br />12 <br />PER <br />ELU // <br />INTERIOR <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 & INSULATION AS PER SPECS. <br />OTHER REQ. <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 />ollL REFER TO PLAN <br />Li <br />J 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 />��� <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 />W30 TYP. 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 />Li <br />II IE1 �:.ti:.'4r9 <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 />SIMPSON H2.5A 0 TOP & BOTTOM OF <br />OPENING FRAMING (JACK STUDS ONLY) <br />DBL 2X TOP PLATE BOTTOM 2X OF T <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 />STRUCTURAL SHEATHING PER PLAN <br />(ON OPPOSITE SIDE OF WALL) <br />2x STUDS AT 16' O.C. <br />EDGE NAIL SHEATHING <br />PER PLAN <br />W05 <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 />PREFER TO PLAN <br />FASCIA PER COMMUNITY SPEC <br />SOFFIT & OVERHANG PER <br />SPECIFICATIONS <br />BOND BEAM PER PLAN <br />PRECAS I 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 />OlL0 -0 <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />C�� <br />TH &REINF. REQ.W31 Y1-STORY WALCTION <br />MTS16 FROM EA. TRUSS <br />TO HDR. <br />OP <br />EDGE NAIL SHEATHING <br />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 />STRAPPING AT INTERIOR <br />PROVIDE 48' LAP SPLICE w/ (3) 10d <br />FACE PER PLAN <br />COMMON NAILS AT ENDS NAIL PLATES <br />CONT. w/ 10d COMMONS AT 16' Q.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 />(1) SIMPSON LSTA24 w/ (18) 10d <br />FASTEN WALL SHEATHING <br />NAILS U.N.O - CENTER ON BOTTOM <br />AT 3' O.C. ALL AROUND <br />HEADER <br />OPENING <br />CONNECT WALLS PER W10 DETAIL @— <br />INTERIOR NON -SHEATHED WALLS <br />DOUBLE SILL AS REQ. FOR <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 />(1) SP4 TO KING & JACK STUD U.N.O.- <br />II II <br />EDGE NAIL SHEATHING PER PLAN — <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />PICAL FRAMED BEARING <br />WALL <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 />I FILLED CELLS, <br />PLAN). <br />EBAR VERTICAL <br />ED 25" MIN. U.N.O. <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 />7�L <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 />it II <br />II II <br />NIII <br />II II <br />II II <br />II <br />PIN <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 <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 />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'Q" <br />2'81. <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 />�217 <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 />G 6" <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 />qgg <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 />1U 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 />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 />16M <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 />1418" <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 />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 />„ <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 Ian in Bond Beam & Lintel <br />CLEAN OUT AT ALL <br />D CELLS. <br />FOUNDATION PLAN <br />DETAILS FOR FOOTING <br />-ORCING. <br />IV Lnl kill IVnLj <br />W1 TYPICAL FILLED CELL DETAIL <br />9 <br />C.O.A.# ARCHITECTURE: <br />AA260028M <br />C.O.A.# ENGINEERING: <br />29349 <br />CI THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />12/3/20 <br />DATE,`l��liliiltt <br />4b� <br />r�C F lv <br />,f�f Ai.. `'\\\\\' <br />O <br />MO <br />cdn <br />� <br />00 <br />•� <br />O <br />pop <br />A� <br />a <br />`1 <br />U <br />cz <br />O <br />�' <br />(� <br />w <br />0 <br />bb <br />l"'1 <br />cti <br />c <br />N <br />1I&P'utte rp"':; <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX XX XXXX <br />�v�o,,lnar <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />