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i <br />aIN <br />CV <br />N <br />0 <br />J <br />° ° ° ° ° ° ° ° ° <br />° <br />° <br />OTE: <br />° <br />PROVIDE BLOCK <br />° <br />"AILIL <br />° <br />° <br />SHEATHING <br />EDGES. <br />° <br />° <br />° <br />° <br />° <br />° ° <br />° <br />° O <br />° ° ° ° ° <br />° ° ° ° ° <br />° ° ° ° <br />° ° ° ° 1 <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />AIL <br />O <br />° <br />SPACING AT <br />° <br />O <br />° <br />° <br />° <br />° <br />° <br />O <br />12' IN <br />° <br />REID <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° ° ° O ° ° ° ° ° 01 ° ° <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 EDGE'SPACING <br />1/2• , s <br />° <br />DOUBLE NAIL EDGE SPACIN( <br />`2x4 BLOCKING <br />NAILING SHEATHING SR.ICE-SAME THIMNESS AND <br />STUD SPACING PER P STRUCTURAL SHEATHING PER PLAN STRENGTH AXIS ORENTAiION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <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- FSHEATHING MIN <br />8d <br />3' O.C. <br />3' O.C. <br />12' O.C. <br />ALL <br />EDGES <br />W02 GABLE END SHEATHING DETAIL <br />pa <br />W. FN M <br />WOOD BUCKATTACIBIEM: <br />Ix CUSTOM P T. BUCK TO MASONRY <br />Ix WOOD <br />MATCH RNE WIDTH, ATiADi w/ T NALS @ <br />Ix P.T. BUCK <br />4' FROM ENDS MAID 12'OL. REMAINDER. <br />- <br />ATTACH WHIM THRU BUCK INTO MASONRY <br />ATTAWWINDOW PER <br />PERFLOAIDAPRODUCTAPMAL <br />RORDA PRODUCT <br />•" ` <br />APPROVAL <br />ALTERNATE: <br />SLR $CANT <br />2K OR GREATER MTO MASONRY <br />BULT.UPTHICKNESS < 2 I/e = 1/410 x C <br />FNISH PER ELEVATION <br />TAPCONS @ C FROM ENDS A D 70.C. <br />REMA DER.0I IME AlBEDM ENT <br />TYPICAL WINDOW ATTACHMENT DETAIL <br />SOW. N.T.S. <br />STRUCTURAL SIFATE�IG. <br />REFER TO STRUCTIRAL SHEETS <br />FOR NALING &OTHER REQ. <br />INSULATION AS PER SPEC. <br />PRE�NGI� ROOF TRUSSES. <br />12 REFER TO TR SS MFGR. DNW <br />PER <br />ELEV. ASP KT ROOF SHINGLE <br />(OR11LEPER <br />TRUSS STRAP PER <br />STRUCT. DERLS <br />FASCIA PER COMMLJIIYTY SPEC. <br />FASCIA PER COM I M 110 SPEC. <br />BOND BEAM PER PLAN <br />SEE STRUCT. FOR <br />ALL RENF.FM <br />EXTERIOR <br />INTERIOR <br />SEE STRUCT. DETALS <br />FORVAW= <br />VVNFL <br />FINISH® GRADE <br />4• a <br />MONOLITHIC FWD, SEE <br />STRUCTURAL DETALS IOR <br />WIDTH, DEPTH, & IENF. HE11 <br />TYPICAL 1 STORY WALL SECTION <br />vvQv <br />NTS <br />12 <br />PER <br />13EY. <br />WGM-140 <br />STi UCTM MEATHNG. <br />REFER TO STRUCTURAL. SHEETS <br />FOR WING &OTHER REQ. <br />NSUTATDN AS <br />PER SPEC. <br />PREaIGI�RooFTR�ES. <br />REFER TO TRUSS WM DWG <br />ASPHALT ROOF SHN(&.E <br />(ORTILE PER <br />TRUSS STRAP PER <br />STRUCT. DETALS <br />FASCAPBR <br />COMMUNITY SPEC. <br />SOff&OVERIM <br />PERM <br />OWBEAM <br />PER PLAN <br />PREGIST LINTEL <br />PER PLAN <br />OPBINGw/PRECAST <br />SLLFERPLAN <br />SEE STi; U. FOR <br />ALL 18F. RED. <br />EXTERIOR <br />INTERIOR <br />SEE STRUCT. DEALS <br />FORVARIATI M <br />OL IF-TRL R. <br />ROB GRADE <br />MONOLITHIC FND, SEE <br />STILICIURAL DETALS FOR <br />WIDTH, WM & Of FM <br />1TYPICAL 1 STORY WALL SECTION <br />soft <br />NTS <br />(2) SDK15600 0 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 B BOTTOM <br />OF JACK STUDS, U.N.O. <br />NAILING PER PLAN <br />WOOD W ATTADOW . <br />Ni. FNEHi <br />2KORGREATERWTOMASONRY <br />EXTERIORCONCWALL <br />IxWOOD <br />BULT4JPTHICOM < 2114'=1100x4' <br />& PT. BUCK <br />TAPCONS @ C FROM ENDS MID 12'O.C. <br />REMMDER w111/4'BAJBe11BHi <br />ATTACH DOOR PER <br />GARME DOOR MD <br />RORiDA PRODUCT <br />TRACK, NSTALLED PER <br />APPROVAL <br />ALTERNATE: <br />MANUFACTURERS <br />1x CUSTOM PTBUCKTO MASONRY <br />SPECFIGITIDNS. <br />BRICK MOLD <br />MATCH FRAME WIDTH, ATTACH w/ T NALS <br />FIft PER ELEVATION <br />@ CFROM ENDS A D 12'O.C. REMANDER <br />ATTACH DOOR THiRU M IN71O MASONRY <br />PER RORDA PRODUCT APPROVAL <br />TYPICAL DOOR ATTACHMENT DETAIL <br />awe <br />N.T.S. <br />STUD COLUMNS PER PLAN <br />)40 SDS SCREW 016' O.C. — <br />STAGGERED EACH SIDE OF <br />POST (RESULTING IN 8' O.C. <br />fUD COLUMNS PER PLAN OVERALL SPACING) <br />4-PLY. N x 5' SDS SCREWS <br />5-PLY: X x 6' SDS SCREWS <br />6-PLY: Y x 8' SDS SCREWS <br />7-PLY: N x 8' SDS SCREWS <br />CS16 OR EQUIV. (TOP, <br />MIDDLE AND BOTTOM) <br />3d NAILS 0 8' O.C. <br />I PLY) (2) 10d NAILS 0 8' O.C. <br />(EACH PLY) <br />PRIMARY METHOD <br />Q o STUD PACK DETAIL <br />WGM-150 <br />ALTERNATE METHOD <br />V V /`A FOR (4) PLY OR MORE STUD COLUMNS <br />EXTERIORCONCWALL <br />114'DRRVEMANCH01 <br />car i�a• �� <br />r a <br />:�, � <br />— UPLIFT NAILING PER PLAN <br />CRIPPLES AS REQ'D <br />HEADER PER PLAN, (2) PLY <br />MIN. ADDTIONAL JACK STUD <br />AND CONNECTORS <br />REQUIREMENTS PER PLAN. <br />FASTEN WALL SHEATHING <br />AT 3' O.C. ALL AROUND <br />OPENING <br />-FT--Ir <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />—ILL —JL <br />NOTE: TYPICAL FOR EXTERIOR BEARING WALLS <br />FRAMING TO BE 20 U.N.O. ON PLANS <br />�nin� TYPICAL FRAMED �BEARINWWU LL <br />ravv ►= <br />2X6 WOOD BUC(ANDiORED TO CMU w/ <br />112'xG1.'8OLTSCR6/8'x!; SMFSON <br />TITEN tD'S w/2'WAMEMAT2CO.C. & <br />WITHIN 6' OF TOP A D BOTTOM, OR (2) <br />FRAMETOBUC(TO Rpy�OFIWx3'MASONlRYSCTt1N$@ <br />MASONRY 12'OL. STAG(fR R OINS6'FROM EACH <br />BIND <br />112'x 21/4' HLT1 SLEEVE ANCHOR <br />OR EGA MN 110 EMBED INTO <br />MASONRY (1) PER MACIF <br />FRAMETOMASONRY <br />TYPICAL GARAGE DOOR ATTACHMENT <br />N.T.S. <br />.-a . ... ,-...,..... . <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 />CLEAN OUT AT ALL <br />D CELLS. <br />FOUNDATION PLAN <br />DETAILS FOR FOOTING <br />=ORCING. <br />IV UW II IF-I%d1LA <br />TYPICAL FILLED CELL DETAIL <br />W19 <br />WGM-160 <br />(2) SDK15600 PLATE TO TRUSS, 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 TO <br />HEADER (MIN. 3 EA. PLY) <br />(1) SIMPSON LSTA24 w/ (18) 10d <br />NAILS U.N.O - CENTER ON BOTTOM - <br />HEADER <br />CONNECT WALLS PER WIO DETAIL <br />2x STUDS AT 16' O.C. <br />TRUSS BOTTOM CHORD PER <br />MANUF. 0 24' O.C. <br />(2) SDK15600 TOP <br />PLATES TO EA HEADER <br />PLY ADJACENT TO EA <br />TRUSS, UNO <br />HEADER PER PLAN, (2) PLY MIN. ADDITIONAL <br />JACK STUD AND CONNECTORS REQUIREMENTS <br />PER PLAN. <br />—FT-7T <br />II II <br />(3) SDWC15450 ® BOTTOM <br />OF KING/JACK, U.N.O. <br />II II <br />II II <br />II II <br />—u—JL <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 />UNTEL LENGTH <br />MAX. CLEAR <br />OPENING <br />TYPE A <br />8" UNTEL <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 8 <br />32" TYPE C <br />2110" <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 />212" <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 />1 5206 <br />6113 <br />7019 <br />8672 <br />10000 <br />10" <br />4'S" <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 />94" <br />710" <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 />Y 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 />912" <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 />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'Q" <br />1218" <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 />1901, <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 />1 845* <br />1114* <br />1345* <br />1468* <br />*PRESTRESSED <br />** 8" W/2" RECESS U-LINTELS <br />T e 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.# ARCH' MCTURE: <br />AA26+0192HHN <br />C.G.A.#► EINKitMMFIM M, <br />L3 THOU" A. WESER, PE <br />P.E. 11173242 Fi OF"DA <br />9 B04JaAMIN hME&E, PE <br />P.E. # 86026 FLORIDA <br />5/20/21 <br />DATE <br />ON <br />MMaw.4160 <br />' <br />ili!I1litit� <br />Z2 <br />n <br />F <br />C, <br />c <br />O <br />c. <br />e-� <br />00 <br />M <br />0 <br />0 <br />v <br />00 <br />A� <br />v� <br />-N <br />N <br />Vr--4 <br />•� <br />'00 <br />N <br />� <br />tPulteGroulo'- <br />PRODUCT MANAGER <br />IRELEASE <br />DATE: <br />inerle F <br />I Mte <br />PLAN NAME <br />Spruce <br />NPC -CHILD NUMBER <br />12116.501 <br />SHEET <br />S4.2 <br />".7 <br />