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° ° ° ° ° a ° a a a a ° ° <br />a <br />o o <br />° <br />a <br />--NOTE: <br />PROVIDE BLOCKING AT ALL <br />a <br />o <br />o <br />° <br />SHEATHING <br />EDGES. <br />a o <br />a° ° a a a a a a ° <br />a a a ° a a a ° a a <br />a <br />e <br />° <br />a a <br />a ° <br />a a <br />a a <br />0 <br />0 <br />0 <br />° <br />° o <br />0 0 <br />AIL SPACING AT <br />0 <br />0 <br />0 <br />° <br />° <br />a <br />0 <br />o <br />0 <br />0 <br />0 <br />12 IN HELD <br />a <br />° a <br />a o <br />a <br />e <br />0 <br />e <br />0 <br />0 <br />0 <br />° ° o sy a a a a a a ol a o <br />EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />HELD <br />BLOCKING <br />REQUIRED (MIN) <br />SZE <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 EDGE SPACING <br />1/2 S <br />0 0 <br />0 <br />1/2'� <br />DOUBLE NAIL EDGE SPACIN( <br />----2x4 BLOCKING <br />STUD SPACING PER NAILING SHEATHING SPLICE -SAME THICKNESS AND <br />PLA STRUCTURAL SHEATHING PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />IXWOOD <br />1x P.T. BUCK <br />ATTACH WINDOW PER <br />FLORDAPRODUCT <br />APPROVAL <br />SLICONE SEA ANT <br />FINISH PER ELEVATION <br />WOOD BUCKATTACHMWN <br />1x CUSTOM P.T. BUCK TO MASONRY <br />MATCH FRAME WIDTH, ATTACH w/'P NALS @ 12 <br />CFROM ENDS AND 12'0.C. REMAINDER PER <br />ATTACH WNWTHRU BUCK INTO MASONRY EL <br />PER FLORIDA PRODUCT APPROVAL <br />ALTERNATE: <br />21 OR GREATER BUCK TO MASONRY <br />BULT-UP THICIQdESS < 21/9 =1149 x 4' <br />TAPCONS @ 4' FROM ENDS AND 12' O.C. <br />REMAINDER. W/ 11/4' EMBEDMENT <br />TYPICAL WINDOW ATTACHMENT DETAIL <br />Scale: <br />N.T.S. <br />INT. FINISH <br />1xWOOD <br />N P.T. BUCK <br />ATTACH DOOR PER <br />FLORIDAPRODUCT <br />APPROVAL <br />BRICK MOLD <br />FINISH PER ELEVATION <br />TWIT :AI nnnP ATTA(.HMFNT nFTA11 <br />N.T.S. <br />GARAGE DOOR AND MACK, INSTALLED <br />PER MK FACTURERS SPECIFICATIONS. <br />EXTERIOR CONCMALL <br />IWDRNE4NANCHOR <br />GARAGE DOOR AND TRACK 14ST40 <br />PER MANUFACTURERS <br />SPECIFICATIONS. <br />Re Name: <br />WGM-140 <br />WOOD BUCK ATTACHMENT: <br />2x OR GREATER BUCK TO MASONRY <br />BULT4IP THICKNESS < 21/4' =1/410 x 4' <br />TAPCONS @ 4-FROM ENDS AND 12' O.C. <br />REMANER w/ 11/4' EMBEDMENT <br />ALTERNATE: <br />1x CUSTOM PT BUCK TO MASONRY <br />MATCH FRAME WIDTH, ATTACH w/ T NAILS <br />@ 4' FROM ENDS AND 17 O.C. REMAINDER <br />ATTACH DOOR THRU BUCK INTO MASONRY <br />PER UMA PROW APPROVAL <br />File Name: <br />WGM-150 <br />'111�- 2X6 WOOD BUCK ANCHORED TO CMU w/ <br />112' x r l! BOLTS OR 5/8' x T SI M <br />TREN HD5 w/ ?WASHERSAT 24' O.C. & <br />WRHN 6' OF TOP AND BOTTOM, OR (2) <br />UCFRAMEMBUCKTO ROVVS OF 114'x T MASONRY SCREWS @ <br />12' O.C. STAGGER ROWS T FROM EACH <br />END <br />MAME TO MASONRY <br />TWI('.AI (;ARA(;F nnnp ATTAr.HMFNT <br />N.T.S. <br />112'x 21/4' HLTI SLEEVE ANCHOR <br />OR EQUAL MIN.11/? EMBED INTO <br />MASONRY (1) PER BRACKET <br />File Name: <br />WGM-160 <br />INTERIOR <br />EXTERIOR GABLE END SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />HELD <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 />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 />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 />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />W30 IYP.�1-STOR�YWWLLSECTION <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL <br />SHEETS FOR NAILING & <br />OTHER REQ. <br />12 <br />PER <br />ELEV. <br />L <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 />- EDGE NAIL SHEATHING <br />MTS16 FROM EA. TRUSS <br />TO HDR. <br />SIMPSON H25A @ TOP & 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 A 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 TO <br />H6�� NAILS 3 NEAG STUD <br />CONT. w/ 10d COMMONS AT 16' O.C. <br />MIN. ADD110NAL JACK STUD � <br />AND CONNECTORS <br />(6) 10d NAILS KING STUD <br />REQUIREMENTS PER PLAN. <br />JO 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 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 @ EXTERIOR — <br />I WALLS AND SHEAR WALLS (ON <br />I OPPOSITE SIDE OF WALL) <br />EDGE NAIL SHEATHING <br />(1) SP4 TO KING & JACK STUD U.N.O.- <br />PER PLAN <br />EDGE NAIL SHEATHING PER PLAN — <br />- H _ L IL < <br />NOTE FOR EXTERIOR BEARING WALLS ONLY <br />Znrz TYPICAL FRAMED BEARING WALL <br />vv Wv /us <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 />gk REFER 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 />0'-0' <br />�—FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />W31 TY�P.l-ST�RY�WALL �SECTIONLU <br />EBAR, CONT. IN <br />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 />CLEAN OUT AT ALL <br />D CELLS. <br />FOUNDATION PLAN <br />DETAILS FOR FOOTING <br />FORCING. <br />TRUSS BOTTOM CHORD PER <br />MANUF. @ 24" O.C. <br />�-- EDGE NAIL SHEATHING TO TOP <br />PLATE AND TOP AND BOTTOM <br />Li I I I 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 />—� - -1— <br />II <br />II <br />�� II <br />-ll--iL- <br />TYPICAL FOR INTERIOR BEARING <br />NOTE: <br />WALLS <br />w/o SHEATHING, INTERIOR SHEAR <br />WALLS <br />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 />LINTELLENGTH <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 />j1fTYPEB** <br />14TYPE C** <br />16"TYPEB <br />16" TYPE C <br />20" TYPEB <br />20" TYPE C <br />24"TYPEB <br />24" TYPE C <br />28"TYPEB <br />28" TYPE C <br />32"TYPEB <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 />3C69 <br />4605 <br />5206 <br />6113 <br />7547 <br />8974 <br />10000 <br />10000 <br />4'0" <br />2'8" <br />17$3 <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 />1 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 />6'6" <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 />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 />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 />1314" <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 />NIA <br />1160* <br />1331* <br />1660* <br />2032* <br />2459* <br />174" <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 />1810" <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 />t 845* <br />1114* <br />1345* <br />1 1468* <br />*PRESTRESSED <br />** 8" W/2" RECESS U-UNTELS <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 & Untel <br />I V LMF l I I r ll/nLj <br />W19IYP.CAL FILLED CELL DETAIL <br />r-t <br />41 <br />t'n <br />0 <br />VJ <br />O <br />000 <br />ALr3 <br />Ur <br />cn <br />rid <br />O <br />� <br />w <br />i� <br />1" ( <br />m <br />Cf) <br />a <br />N <br />� <br />*PulteGroup- <br />0 <br />N <br />•4 <br />v <br />44 o <br />Q. <br />ii <br />So <br />00 <br />� cn <br />00 w <br />a� <br />G� <br />O N <br />O <br />cz <br />-icy <br />O <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX Am <br />C.O A.# ARCHITECTURE: <br />AA26MSW <br />C.O A.* ENGINEERING: PROJECT TYPE <br />Single Fanul <br />THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />8 BENJAMIN NIEBE, PE SPECIFICATION LEVEL <br />P.E. # 86026 FLORIDA Pu1te <br />6/7/21 <br />DATEll�i1l# tfI f! <br />LAN NAME <br />edar <br />., = NPC 0101500 MBER <br />SHEET <br />STATE OF <br />S4.2 <br />lilt <br />