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0 0 0 0 0 o a a ° a a a o a <br />0 <br />a <br />a <br />0 <br />0 <br />0 <br />° <br />o <br />o <br />o <br />0 <br />o <br />0 <br />I <br />--NOTE: <br />SHEATHING <br />H <br />PROVIDE BLOCKING <br />EDGES. <br />0 <br />H <br />AT ALL <br />0 <br />0 <br />° <br />o <br />0 <br />o <br />0 <br />0 <br />0 <br />° <br />o <br />o <br />o <br />a <br />o <br />o <br />I I* <br />0 0 <br />0 0 <br />0 0 <br />o a <br />o e o o a <br />a a a a o <br />a a o 0 0 <br />a a o 0 <br />I <br />0 <br />0 <br />AIL <br />12 IN <br />a <br />I <br />0 <br />0 <br />SPACING AT <br />FIELD <br />° <br />o <br />0 <br />I I i <br />0 0 0 0 0 o a a o o <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 />(%ILI^l r" LI A 11 r r%^r" '1%n A ^IA1n <br />1 /2" <br />r%^I Ir1I r" LI A 11 r'r%nr' ^17% A ^IL1n <br />�-2z4 BLOCKING <br />NAILING <br />TH <br />STUD SPACING PER PLA STRUCTURAL SHEATHING PER PLAN STREENGITH ANG XIS ORISAME ON AS WALL SHEATHING <br />THINESS AND <br />rm��.TYPICAL SHEATHING DETAIL <br />CUE'ADWAI I I A=AI <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 />STRUCTURAL SHEATHING <br />NAIL SPACING 012" IN FIELD <br />SINGLE NAIL EDGE SPACING <br />W02 GABLE END SHEATHING DETAIL <br />STRAP INSIDE FACE OF WALL PER MTS16 FROM EA. TRUSS <br />W10 WHEN TRUSS STRAPS I \ I TO HDR. <br />INSTALLED ON INSIDE <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 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 SPUCE w/ (3) 10d <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. ADDITIONAL 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 STUDS AT 16' O.C. <br />SHUTTER ATTACHMENT <br />2z STUDS AT 16" O.C. <br />— � SHEATHING PER PLAN 0 EXTERIOR— <br />I WALLS AND SHEAR WALLS (ON <br />OPPOSITE SIDE OF WALL) <br />EDGE NAIL SHEATHING <br />(I I I (1) SP4 TO KING & JACK STUD U.N.O.- <br />PER PLAN <br />I I I I EDGE NAIL SHEATHING PER PLAN — <br />II II <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />'-""'IYPICAL FRAMED BEARING WALL <br />Tvvv IM <br />STRUCTURAL SHEATHING. <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL <br />REFER TO STRUCTURAL <br />WT.FNISH ' WOOD BUCK ATTACHMENT: <br />SHEETS FOR NAILING & <br />INSULATION AS PER SPECS. <br />SHEETS FOR NAILING & <br />INSULATION AS <br />1xCUSTOM P.T.BUCK TOMASONRY <br />OTHER REQ. <br />OTHER REQ. <br />PER SPECS. <br />1xW00D MATCH FRAME WIDTH, ATTACH w/TNW@ <br />12 <br />PRE—ENGINEERED ROOF TRUSSES. <br />12 <br />PRE—ENGINEERED ROOF <br />1xP.T.BUCK 4'FROMENDS AND ITO.C.REMANDER. <br />PER <br />REFER TO TRUSS MFGR. DRAWINGS. <br />PER <br />ELEV. <br />TRUSSES. REFER TO <br />ATTACH WINDOW THRUBUCK INTO MASONRY <br />EL <br />TRUSS MFGR. DRAWINGS. <br />ATTACH WINDOW PER PER FLORIDA PRODUCT APPROVAL <br />ROOF SHINGLE <br />FLORIDA PRODUCT <br />aAPPROVAL <br />(OR TILE PER SPEC) <br />ROOF SHINGLE <br />TRUSS STRAP PER <br />(OR TILE PER SPEC) <br />• ° ..: o- ALTERNATE: <br />SLCONESEALANT 2x OR GREATER BUCK TO MASONRY <br />STRUCT. DETAILS <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />BULT-UPTHICKNESS <2114'=1/410x4' <br />FINISH PER ELEVATION TAPCONS@4'FROM ENDS AND 12'O.C. <br />4REFER TO PLAN <br />REFER TO PLAN <br />REMAINDER. w/ 1114' EMBEDMENT <br />1 <br />FASCIA PER COMMUNITY SPEC <br />1 <br />FASCIA PER COMMUNITY SPEC <br />TYPICAL WINDOW ATTACHMENT DETAIL <br />1 4 <br />SOFFIT & OVERHANG PER <br />SOFFIT & OVERHANG PER <br />Scale: File Nam,: <br />N.T.S. WGM-140 <br />SPECIFICATIONS <br />SPECIFICATIONS <br />BOND BEAM PER PLAN <br />BONND BEAM PER PLAN <br />WOOD BUCK ATTACHMENT: <br />INT.FNISH & OR GREATER BUCK TO MASONRY <br />PRECAST LINTEL PER PLAN <br />1x WOOD BUILT-UP THICKNESS < 21 /4' =11410 x 4' <br />2x P•T. BUCK TAPCONS @ 4' FROM ENDS AND 12' O.C. <br />REMANDERw/I114'EMBEDMENT <br />OPENING w/ PRECAST <br />ATTACH DOOR PER <br />SEE STRUCT, FOR ALL <br />SILL PER PLAN <br />FLORIDA PRODUCT <br />REINFORCEMENT <br />APPROVAL ALTERNATE: <br />REQUIREMENTS <br />1xCUSTOM PTBUCK TOMASONRY <br />SEE STRUCT. FOR ALL <br />BRICK MOLD MATCH FRAME WIDTH, ATTACH w/ T NALS <br />REINFORCEMENT <br />FINISH PER ELEVATION @4'FROM ENDS AND 1?O.C.REMANDER. <br />REQUIREMENTS <br />ATTACH DOOR THRU BUCK INTO MASONRY <br />PER FLORDAPROM APPROVAL <br />EXTERIOR <br />EXTERIOR <br />TYPICAL DOOR ATTACHMENT DETAIL <br />INTERIOR <br />INTERIOR <br />15 Seai.: File Name: <br />SEE STRUCT. DETAILS FOR <br />SEE STRUCT. DETAILS FOR <br />N. T. S. WGM-150 <br />VARIATIONS <br />VARIATIONS <br />0ILO'—O" <br />1 „'-0" <br />EXTERIOR CONC.WALL <br />FINISHED GRADE <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />MONOLITHIC FOUNDATION, SEE <br />GARAGE DOOR AND TRACK, INSTALLED <br />STRUCTURAL DETAILS FOR WIDTH, <br />STRUCTURAL DETAILS FOR WIDTH, <br />PER MANUFACTURERS SPECIFICATDNS. <br />DEPTH & REINF. REQ. <br />DEPTH & REINF. REQ. <br />TYP. 1-STORY WALL <br />SECTION <br />TYP. 1-STORY <br />WALL SECTION <br />- <br />W30 <br />W31 LU <br />EXTERIOR CONC.WALL <br />1/4' DRIVE-IN ANCHOR <br />GARAGE DOOR AND TRACK, INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATDNS. <br />2X6 WOOD BUCK ANCHORED TO CMU w/ <br />1/2'x TV BOLTS OR 5/8'x 6' SIMPSON <br />TEN HIS w/ 2'WASHERS AT24.O.C. & <br />WITHIN 6' OF TOP AND BOTTOM, OR (2) <br />ROWS OF 114'x ?MASONRY SCREWS @ <br />12'O.C. STAGGER ROWS 6'FROM EACH <br />END <br />�- 10x 21 /4' HLTI SLEEVE ANCHOR <br />OR EQUAL MIN.110 EMBED INTO <br />MASONRY (1) PER BRACKET <br />FRAME TO MASONRY <br />TYPICAL GARAGE DOOR ATTACHMENT <br />Scale: <br />N.T.S. <br />File Name: <br />WGM-160 <br />._" , I- ,__ -,, <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 />1 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. 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 & 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 />_ll— I L_ <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 />460S <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 />S817 <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 />810" <br />416 <br />699 <br />1160 <br />N/A <br />1625 <br />2S64 <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 />1V 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 />12S4 <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 />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 />18,81, <br />F N/A <br />N/A <br />I 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 />IType 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 />IV LAr IIIrIVAL/ <br />W19 I�YPICA_LF�ILLED CELL DETAIL <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />1 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />2/16/21 <br />DATE����ti1t1 <br />Jp' <br />1 <br />No. 86 <br />STATE of ' <y•: <br />QNAL 0'�'�'� <br />O <br />LO <br />M <br />J <br />1 <br />C?l" <br />e--1 <br />00 <br />r^0 <br />VJ <br />O <br />000 <br />t� <br />ON <br />Cr <br />Ur--I <br />O <br />c� <br />•16.4 <br />P <br />N <br />0 <br />tPu Ite ; . n <br />0 vz <br />N <br />v <br />10 o <br />S M <br />SO <br />00 <br />L� <br />.1c <br />0 <br />Cn <br />1 M- <br />alcnE--� <br />w <br />N <br />O Q <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX XX XXXX <br />REV wh W rt aI <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />