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nvn i un <br />a ° ° ° a <br />z <br />°--NOTE: <br />a <br />ao <br />, <br />0 <br />o <br />a <br />o <br />SHEATHING <br />PROVIDE BLOCKING <br />EDGES. <br />o <br />AT ALL <br />a <br />a <br />° <br />0 <br />0 <br />0 <br />0 <br />0 <br />a <br />o ° <br />a a <br />° °°° <br />a a <br />° a a <br />a a a ° a <br />a a I a a a <br />a a ° ° o <br />L <br />° IN <br />0 <br />0 <br />0 <br />SPACING AT/121 <br />FIELD <br />0 <br />0 <br />o a a a a a o a o a a a <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 />3/8" <br />SINGLE NAIL EDGE SPACING <br />1 /2" 1/2 S <br />o a <br />1/2° <br />DOUBLE NAIL EDGE SPACIN( <br />`20 BLOCKING <br />STUD SPACING PER PLANJ NAILING <br />STRUCTURAL SHEATHING PER PLAN SHEATHING SPL10E-SAME THICKNESS AND <br />STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />UL <br />INT. FINISH <br />1XWOOD <br />1x P.T. BUCK <br />ATTACH WINDOW PER <br />FLORIDA PRODUCT <br />APPROVAL <br />SILICONE SEALANT <br />FINISH PER ELEVATION <br />WOOD BUCK ATTACHMENT: <br />1x CUSTOM P.T. BUCK TO MASONRY <br />MATCH FRAME WIDTH, ATTACH wl T NAILS @ <br />4' FROM ENDS AND I T O.C. REMAINDER. <br />ATTACH WINDOW THRU BUCK INTO MASONRY <br />PER FLORIDA PRODUCT APPROVAL <br />ALTERNATE: <br />2x OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS < 21/4' =1/4'0 x 4' <br />TAPCONS @ 4' FROM ENDS AND I? O.C. <br />REMAINDER. w/ 11/4' EMBEDMENT <br />TYPINI WINIIOW ATTA(.HMPNT nPTA11 <br />N.T.S. <br />INT. FINISH <br />1xWOOD <br />2x P.T. BUCK <br />ATTACH DOOR PER <br />FLORIDA PRODUCT <br />APPROVAL <br />BRICK MOLD <br />FINISH PER ELEVATION <br />TYPICAL DOOR ATTACHMENT DETAIL <br />N.T.S. <br />EXTERIOR CONC.WALL <br />GARAGE DOOR AND TRACK, INSTALLED <br />PER MANUFACTURERS SPECIFICATIONS. <br />EXTERIOR CONC.WALL <br />1/4, DRIVE-IN ANCHOR <br />GARAGE DOOR AND TRACK, INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS. <br />File Name: <br />WGM-140 <br />WOOD BUCK ATTACHMENT: <br />2x OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS < 21/4' =114'0 x 4' <br />TAPCONS @ 4' FROM ENDS AND 12' O.C. <br />REMAINDER w/ 11/4' EMBEDMENT <br />ALTERNATE: <br />1x CUSTOM PT BUCKTO MASONRY <br />MATCH FRAME WIDTH, ATTACH wl T NAILS <br />@ 4' FROM ENDS AND 1T O.C. REMAINDER. <br />ATTACH DOOR THRU BUCK INTO MASONRY <br />PER FLORIDA PRODUCT APPROVAL <br />File Name: <br />WGM-150 <br />2X6 WOOD BUCK ANCHORED TO CMU w/ <br />1/2'x6 VBOLTSOR5/8'x6'SIMPSON <br />TEN HD5 w/ YWASHERS AT 244O.C. & <br />WITHIN 6' OF TOP AND BOTTOM, OR (2) <br />FRAME TO BUCK TO ROWS OF 114' x 3' MASONRY SCREWS @ <br />MASONRY 12' O.C. STAGGER ROWS 6' FROM EACH <br />END <br />FRAME TO MASONRY <br />TYPICAL GARAGE DOOR ATTACHMENT <br />Scale: <br />N.T.S. <br />11P'x 21/4' HILTI SLEEVE ANCHOR <br />OR EQUAL MIN.111? EMBED INTO <br />MASONRY (1) PER BRACKET <br />File Name: <br />WGM-160 <br />12 <br />PER <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 />gd <br />3° O.C. <br />3° O.C. <br />12 O.C. <br />ALL <br />SHEATHING <br />EDGES <br />W0 )GABLE END SHEATHING DETAIL <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL <br />SHEETS FOR NAILING & <br />OTHER REQ. / <br />1 <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 />i;�i�:i[I1�:1►1 <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 />OL 0'-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 />12 <br />PER <br />ELEV. <br />INTERIOR <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL <br />STRAP INSIDE FACE OF WALL PER <br />W10 WHEN TRUSS STRAPS <br />INSTALLED ON INSIDE <br />CE OF WALL <br />& BOTTOM OF <br />CK STUDS ONLY) <br />OTTOM 2X OF TOP <br />OVER A STUD. <br />CE w/ (3) 10d <br />DS. NAIL PLATES <br />ONS AT 16' O.C. <br />TUD <br />A PLY) <br />NG PER PLAN <br />F WALL) <br />(NON -SHEATHED) FA <br />SIMPSON H2.5A @ TOP <br />OPENING FRAMING (JA <br />DBL 2X TOP PLATE. B <br />PLATE TO BE SPLICED <br />PROVIDE 48" LAP SPU <br />COMMON NAILS AT EN <br />CONT. w/ 10d COMM <br />(6) 10d NAILS KING S <br />TO HEADER (MIN 3 E <br />(1) SIMPSON LSTA18 <br />CENTER ON HEADER. <br />STRUCTURAL SHEATHI <br />(ON OPPOSITE SIDE 0 <br />2x STUDS AT 16" O.0 <br />ED(E NAIL SHEATHING <br />PER PLAN <br />MTS16 FROM EA TRUSS <br />TO HDR. <br />EDGE NAIL SHEATHING <br />PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CRIPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. <br />STRAPPING AT INTERIOR PROVIDE 48° LAP SPLICE w/ (3) lOd <br />FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES <br />CONT. w/ 10d COMMONS AT 16' Q.C. <br />HE PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO <br />MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) <br />AND CONNECTORS <br />REQUIREMENTS PER PLAN. <br />(1) SIMPSON LSTA24 w/ (18) 10d <br />FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM <br />AT 3" O.C. ALL AROUND HEADER <br />OPENING <br />CONNECT WALLS PER W10 DETAIL @— <br />INTERIOR NON -SHEATHED WALLS <br />DOUBLE SILL AS REQ. FOR <br />2x STUDS AT 16" O.C. <br />SHUTTER ATTACHMENT <br />SHEATHING PER PLAN @ EXTERIOR-- <br />WALLS AND SHEAR WALLS (ON <br />OPPOSITE SIDE OF WALL) <br />(1) SP4 TO KING & JACK STUD U.N.O.- <br />EDGE NAIL SHEATHING PER PLAN — <br />II II <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />►AinJYPICAL FRAMED BEARING WALL <br />II Y V %J 1LU <br />SHEETS FOR NAILING & INSULATION AS <br />OTHER REQ. 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 />REFER TO PLAN <br />LJ <br />FASCIA PER COMMUNITY SPEC <br />SOFFIT & OVERHANG PER <br />SPECIFICATIONS <br />BOND BEAM PER PLAN <br />PRECAST LINTEI_ 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 />in" I AD I'TVDII`AI � <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />W31 IYP. 1-STORY WALL SECTION <br />REBAR, CONT. IN <br />ID BEAM <br />D BEAM PER PLAN <br />REBAR VERTICAL <br />PED 25" MIN. U.N.O. <br />REBAR VERTICAL IN <br />ID FILLED CELLS, <br />PLAN). <br />REBAR VERTICAL <br />PED 25" MIN. U.N.O. <br />CLEAN OUT AT ALL <br />ED CELLS. <br />FOUNDATION PLAN <br />I DETAILS FOR FOOTING <br />JFORCING. <br />TRUSS BOTTOM CHORD PER <br />MANUF. @ 24" O.C. <br />/ <br />I <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 />II II <br />II II <br />SHUTTER ATTACHMENT <br />II II <br />II II <br />II II <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 />PEA <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 />T 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 />$60 <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 />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 />81W <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 />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 />18'8" <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 />[*PRISTRES'SED <br />8"W/2"RECESS U-LINTELS <br />pe 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 UAF `I IFIWAL/ <br />W19 TYPICAL�FIL�LEDME�LL�DET_AIL <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />M <br />1 <br />r--r <br />v <br />00 <br />M <br />� <br />O <br />0 <br />O <br />00 <br />Q <br />� <br />;-q <br />O <br />vc-, <br />U <br />O <br />w <br />bA <br />r_q <br />as <br />N <br />0 <br />IRP ut e i, y <br />N <br />v <br />49 ac <br />ac <br />v <br />o_ <br />� n <br />O <br />L� <br />O N <br />v <br />r� M <br />� <br />PM, <br />cn <br />cu <br />o <br />n <br />as 114 <br />� w <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX Am <br />C.O.A.# ENGINEERING; PROJECT TYPE <br />29349 Single Family <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NI ESE, PE SPECIFICATION LEVEL <br />P.E. # 8602b FLORIDA Pulte <br />1/6/21 <br />DATE���ltlktit� <br />PLAN NAME <br />Cedar <br />40 <br />NPC CHILD NUMBER <br />= o.86022810.500 <br />7� <br />p A OF <br />tom: SHEET <br />lz� IS4 2 <br />fits �«�►. <br />111tillttit <br />