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° ° ° °o o o o o o o° ° <br />° ° <br />--NOTE: PROVIDE BLOCKING AT ALLo <br />SHEATHING EDGES. <br />o <br />o <br />° ° <br />°°° ° ° ° <br />° ° ° ° o o o ° ° °°° ° ° ° <br />° <br />° <br />° <br />° <br />/— NAIL SPACING AT ° <br />... <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 />Z <br />3 O.C. <br />3 O.C. <br />12" O.C. <br />ALL <br />EDGES <br />/8" <br />'"r"`U SINGLE NAIL EDGE SPADING <br />° 1/2" 1/2 S <br />° <br />°cL ° <br />1/2" <br />o <br />DOUBLE NAIL EDGE SPACIN( <br />o o <br />° <br />° <br />° o o o °°° <br />2A BLOCKING <br />STUD SPACING PER PLA NAILING <br />STRUCTURAL SHEATHING p� PLAN SHEATHING SPLICE -SAME THICKNESS AND <br />STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />TYPICAL SHEATHING DETAIL W01 UL <br />INT FINISH <br />1x WOOD <br />1X PT BUCK <br />ATTACH WINDOW PER <br />FLORIDA PRODUCT <br />APPROVAL <br />SILICONE SEALANT <br />FINISH PER ELEAVATION <br />WOOD BUCK ATTACHMENT: <br />1x_ CUSTOM PT BUCK TO MASONRY. <br />MATCH FRAME WIDTH, ATTACH w/"T" <br />NAILS @4" FROM ENDS AND 12" O.C. <br />REMAINDER. ATTACH WINDO THRU BUCK <br />INTO MASONRY PER FLORIDA PRODUCT <br />APPROVAL <br />ALTERNATE: <br />2x_ OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS <2 1/4" <br />= 1/4"Ox4" TAPCONS @4" FROM ENDS <br />AND 12" O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />,�,�TYPICAL 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 @44" FROM <br />ENDS AND 12" O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />ALTERNATE: <br />ACH DOOR PER <br />RIDA PRODUCT <br />IROVAL <br />K MOULD <br />SH PER ELEAVATION <br />IJ IY�PIC�AL�DQ_®R <br />,�,�ATTACHMENT DETAILYYI <br />EXTERIOR CONC.WALL a <br />o. e d <br />w 4 <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />MANUFACTURERS <br />SPECIFICATIONS. <br />2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2'x6" "L" BOLTS OR <br />5/8"x6" SIMPSON TITEN HD'S w/ 2" WASHERS AT 24" O.C. & <br />WITHIN 6' OF TOP AND BOTTOM. OR (2) ROWS OF 1/4"0" <br />MASONRY SCREWS 012" O.C. STAGGER ROWS 6' <br />FRAME TO BUCK TO MASONRY <br />EXTERIOR CONC.WALL <br />1/4" DRIVE-IN ANCHOR <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER a ; - ........... ; <br />MANUFACTURERS . tlQ n.. a <br />SPECIFICATIONS.-- <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 TO MASONRY <br />W16 KYPICAL GARAGE DOOR ATTACHMENT DETAIL <br />12 <br />PER <br />ELF1 <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 />W02 GABLE END SHEATHING DETAIL <br />LTA <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 />REFER TO PLAN <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 />0dL0 -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 />-'VFW <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL <br />SHEETS FOR NAILING & <br />OTHER REQ. <br />12 <br />PER <br />ELEV. / <br /><J <br />INTERIOR <br />STRAP INSIDE FACE OF WALL PER <br />W10 WHEN TRUSS S <br />INSTALLED ON INSIDE <br />(NON -SHEATHED) FA <br />MTS16 FROM EA. TRUSS <br />TO HDR. <br />EDGE NAIL SHEATHING <br />SIMPSON H2.5A 0 TO <br />PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />PPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. <br />OPENING FRAMING (JA <br />RAPPING AT INTERIOR PROVIDE 48" LAP SPLICE w/ (3) 10d <br />E PER PLAN COMMON NAILS AT ENDS. NAIL PLATES <br />DBL 2X TOP PLATE B <br />CONT. w/ 10d COMMONS AT 16' Q.C. <br />PLATE TO BE SPLICED <br />PROVIDE 48' LAP SPLI <br />COMMON NAILS AT EN <br />DER PER PLAN, (2) PLY (6) 1Od NAILS KING STUD TO <br />CONT. w/ 10d COMMO <br />. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) <br />D CONNECTORS <br />(6) tOd NAILS KING <br />UIREMENTS PER PLAN. <br />TO HEADER (MIN 3 E <br />(1) SIMPSON LSTA24 w/ (18) 10d <br />STEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM <br />(1) SIMPSON LSTA18 <br />3" O.C. ALL AROUND HEADER <br />CENTER ON HEADER. <br />ENING <br />CONNECT WALLS PER W10 DETAIL 0— <br />STRUCTURAL SHEATHI <br />INTERIOR NON -SHEATHED WALLS <br />(ON OPPOSITE SIDE <br />BLE SILL AS REQ. FOR 2x STUDS AT 16" O.C. <br />UTTER ATTACHMENT <br />2x STUDS AT 16" O.C. <br />SHEATHING PER PLAN 0 EXTEND <br />WALLS AND SHEAR WALLS (ON <br />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 />TRAPS <br />CE OF WALL <br />P & BOTTOM OF CRI <br />CK STUDS ONLY) ST <br />FAC <br />OTTOM A OF TOP <br />OVER A STUD. <br />CE w/ (3) 10d <br />DS. NAIL PLATES HEA <br />NS AT 16" O.C. MIN <br />AN <br />STUD REQ <br />A PLY) <br />FA <br />AT <br />OP <br />NG PER PLAN <br />OF WALL) DOU <br />SHU <br />II II <br />II II <br />II II <br />II II <br />II II <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />,�, YPICAL FRAMED BEARING WALL <br />IIY V%J I= <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 />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 />01L0'-O" <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />W31 TYP" 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 />5" CLEAN OUT AT ALL <br />ED CELLS. <br />FOUNDATION PLAN <br />DETAILS FOR FOOTING <br />FORCING. <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 />(— <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 />114'TYPEC**� <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 />V 6" <br />2231 <br />3069 <br />3719 <br />3280 <br />S163 <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 />4'0" <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 />7S47 <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 />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 />Ogg <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 />1684 <br />2193 <br />2905 <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'O" <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'D" <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 />1& 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; T e B = Continuous Grout, Steel per Plan in Bond Beam Only; T e C= Continous Grout, Steel per Ian in Bond Beam & Lintel <br />I V LHr l I I r IUML) <br />IYPICAUFWLED CELL DETAIL <br />W19 <br />c� <br />0 <br />CV <br />O <br />N <br />0 <br />U <br />0 <br />� ` <br />O <br />O <br />M <br />C�� <br />00 <br />5n, <br />0 <br />VJ <br />� <br />00�0 <br />di <br />n� <br />F--� <br />� <br />r-� <br />m <br />c� <br />,.,vim+ <br />V <br />O <br />b!J <br />c <br />4. <br />N <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />C.Q.A.# ARCHITECTURE: <br />AA26002802 <br />C.Q A # ENGINEERING: <br />PROJECT TYPE <br />29349Single <br />Famfl <br />O THQMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />8 BENJAMIN NI ESE, PE <br />SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA <br />Pulte <br />12/15 <br />DATEEtiiil/{1 <br />&MIN � ri <br />PLAN NAME <br />\�\" <br />Cedar <br />'�• ' <br />NPC CHILD NUMBER <br />�• $ - <br />2810.500 <br />OF <br />ss. coRIO . N'�',' <br />All.� <br />