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° ° ° ° ° ° ° ° ° ° ° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />----NOTE: <br />SHEATHING <br />H <br />PROVIDE BLOCKING <br />EDGES. <br />AT ALL <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° ° <br />° ° <br />° ° <br />° ° <br />° ° ° ° ° <br />° ° ° ° ° <br />° ° ° ° ° <br />° ° ° ° ° <br />° <br />AIL <br />12" IN <br />° <br />° <br />SPACING AT <br />FIELD <br />° <br />° <br />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 />Z <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/z s <br />° <br />DOUBLE NAIL EDGE SPACIN( <br />--2x4 BLOCKING <br />STUD SPACING PER PLAJ NAILING <br />STRUCTURAL SHEATHING PER PLAN—V<7�>/— <br />STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />LU <br />INT FINISH WOOD BUCK ATTACHMENT: <br />1x WOOD 1x CUSTOM PT BUCK TO MASONRY. <br />MATCH FRAME WIDTH, ATTACH w/"T" <br />1X PT BUCK NAILS @4" FROM ENDS AND 12" O.C. <br />REMAINDER. ATTACH WINDO THRU BUCK <br />INTO MASONRY PER FLORIDA PRODUCT <br />APPROVAL <br />ATTACH WINDOW PER <br />FLORIDA PRODUCT <br />APPROVAL <br />SILICONE SEALANT <br />FINISH PER ELEAVATION <br />AL I LHNA I L: <br />2X_ OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS <2 1/4' <br />= 1/4"00" TAPCONS @44" FROM ENDS <br />AND 12" O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />W14TYPICAL WINDOW ATTACHMENT DETAIL <br />im <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" Ox4" TAPCONS @4" FROM <br />ENDS AND 12" O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />ALTERNATE: <br />ACH DOOR PER <br />RIDA PRODUCT <br />'ROVAL <br />,K MOULD <br />SH PER ELEAVATION <br />,�,�TYPICAL DOOR ATTACHMENT DETAIL <br />YY IJ <br />EXTERIOR CONC.WAL° ° . d e ° a <br />JA <br />L <br />. b <br />GARAGE DOOR AND 4. <br />. °': -_-: <br />TRACK, INSTALLED PER <br />nl I v_._ <br />MANUFACTURERS <br />SPECIFICATIONS. <br />2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2"A" "L" BOLTS OR <br />5/8"A" 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 />EiMASONRY SCREWS 012' O.C. STAGGER ROWS 6" <br />FRAME TO BUCK TO MASONRY <br />EXTERIOR CONC.WALL ° <br />1/4' DRIVE-IN ANCHOR GARAGE DOOR AND :........ . <br />TRACK, INSTALLED PER <br />MANUFACTURERS da, n_ . d <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 />1A11n YPICAL �GARAGE DOOR ATTACHMENT DETAIL <br />IT IV i •'1 <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 />W 0 2 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 />:11110C1l»: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 />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 />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL <br />SHEETS FOR NAILING & <br />OTHER REQ. <br />12 <br />PER <br />ELEV. <br />Li <br />A <br />INTERIOR <br />STRAP INSIDE FACE OF WALL PER <br />W10 WHEN TRUSS S <br />INSTALLED ON INSIDE <br />(NON -SHEATHED) FA <br />EDGE NAIL SHEATHING <br />MTS16 FROM EA. TRUSS <br />TO HDR. <br />END <br />TRAPS <br />CE OF WALL <br />& BOTTOM OF CR <br />CK STUDS ONLY) ST <br />FACE <br />OTTOM 2X OF TOP <br />OVER A STUD. <br />CE w/ (3) 10d <br />NAIL PLATES HEA <br />NS AT 16" O.C. MIN <br />AN <br />TUD REQ <br />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 />Z,�,.,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 />�z 09L 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'-O" <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />W31 IY�. 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 />E PLAN). <br />REBAR VERTICAL <br />PED 25" MIN. U.N.O. <br />5" CLEAN OUT AT ALL <br />ED CELLS. <br />FOUNDATION PLAN <br />1 DETAILS FOR FOOTING <br />FORCING. <br />TRUSS BOTTOM CHORD PER <br />MANUF. 0 24" O.C. <br />I \— 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 />it II <br />II II <br />II II <br />_ H _L 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. MAX. CLEAR TYPE A 8" TYPE B 12" TYPE B 14" TYPE B** 16" TYPE B 20" TYPE B 24" TYPE B 28" TYPE B 32" TYPE B <br />LINTEL LENGTH OPENING 8" LINTEL 8" TYPE C 12" TYPE C 14" TYPE C** 16" TYPE C 20" TYPE C 24" TYPE C 28" TYPE C 32" TYPE C <br />2'10" 1' 6" 2231 3069 3719 3280 5163 6607 8054 9502 10000 <br />3069 4605 5206 6113 7547 8974 10000 10000 <br />3'6" 2' 2" 2231 3069 3719 3280 5163 6607 8054 9502 10000 <br />3069 4605 5206 6113 7547 8974 10000 10000 <br />4' 0" 2' 8" 1783 2561 2751 3280 3820 4890 5961 7034 8107 <br />2561 4605 5206 6113 7547 8974 10000 10000 <br />4' 6" 3' 2" 1343 1969 2110 2992 2931 3756 4576 5400 6224 <br />1969 4375 5206 6113 7019 8672 10000 10000 <br />4'8" T 4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 <br />1349 3090 4567 5365 4766 5817 7074 8203 <br />1349 1438 1716 1999 2560 3132 3686 4649 <br />5' 4" 4' 0" 1006 <br />1349 3090 4567 5365 4766 5817 7074 8203 <br />5'10" 4' 6" 860 1105 1173 1600 1631 2090 2549 3009 3470 <br />1105 2622 4242 4360 3942 4889 5817 6662 <br />G 6" 5'2" 710 1232 2177 3738 3480 3031 3707 4383 5061 <br />1232 2177 2738 3480 5381 8360 8625 7590 <br />7'6" 6'2" 570 991 1729 2108 2632 2205 2698 3191 3685 <br />991 1729 2108 2632 3898 5661 4742 5501 <br />699 1160 1516 1626 2564 3486 2818 3302 <br />8'4" 7'0" 488 699 1245 1516 1843 2564 3486 2964 3387 <br />9'4" 8.01, 416 699 1160 N/A 1625 2564 3486 2818 3302 <br />699 1245 N/A 1843 2564 3486 2964 3387 <br />10'6" 9'2" 354 535 890 N/A 1247 2093 2777 2163 2536 <br />535 1054 N/A 1533 2093 2781 2259 2615 <br />11'4" 10'0" 315 567 890 N/A 1366 1846 2423 3127 4006 <br />567 945 N/A 1366 1846 2423 3127 4006 <br />12' 0" 10'8" 292 525 873 N/A 1254 1684 2193 2805 3552 <br />525 873 N/A 1254 1684 2193 2805 3552 <br />12' 6" 11'2" 277 471 755 N/A 1075 1428 1838 2316 2883 <br />471 755 N/A 1075 1428 1838 2316 2883 <br />13'4" 12'0" 255 471 755 N/A 1075 1428 1838 2316 2535 <br />471 755 N/A 1075 1428 1838 2316 2883 <br />14'0" 12'8" 239 424 706 N/A 1002 1326 1697 2127 2278 <br />424 706 N/A 1002 1328 1697 2127 2630 <br />14'8" 13'4" N/A N/A N/A N/A N/A N/A N/A N/A N/A <br />N/A 783* N/A 1234* 1421* 1779* 2188* 2662* <br />15'4" 14'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A <br />N/A 710* N/A 1160* 1331* 1660* 2032* 2459* <br />17'4" 16'0" N/A <br />N/A N/A N/A N/A N/A N/A N/A N/A <br />N/A 548* N/A 952* 1117* 1379* 1671* 1997* <br />19' 4" 18' 0" N/A <br />N/A N/A N/A N/A N/A N/A N/A N/A <br />N/A 420* N/A 750* 960* 1177* 1415* 1676* <br />20'0" 18'8" N/A N/A N/A N/A N/A N/A N/A N/A N/A <br />N/A 340* N/A 598* 845* 1114* 1345* 1468* <br />*PRESTRESSED <br />** 8" W/2" RECESS U-LINTELS <br />Type A = Unfilled no Rebar; Type B = Continuous Grout, Steel per Plan in Bond Beam Only; Type C = Continous Grout, Steel per Ian in Bond Beam & Lintel <br />1 v Lnr k 1 1 r n,nL/ <br />W19 TYPICAL FILLED CELL DETAIL <br />C.O A.# ARCHITECTURE. <br />AA26002802 <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. MAX. CLEAR TYPE A 8" TYPE B 12" TYPE B 14" TYPE B** 16" TYPE B 20" TYPE B 24" TYPE B 28" TYPE B 32" TYPE B <br />LINTEL LENGTH OPENING 8" LINTEL 8" TYPE C 12" TYPE C 14" TYPE C** 16" TYPE C 20" TYPE C 24" TYPE C 28" TYPE C 32" TYPE C <br />2'10" 1' 6" 2231 3069 3719 3280 5163 6607 8054 9502 10000 <br />3069 4605 5206 6113 7547 8974 10000 10000 <br />3'6" 2' 2" 2231 3069 3719 3280 5163 6607 8054 9502 10000 <br />3069 4605 5206 6113 7547 8974 10000 10000 <br />4' 0" 2' 8" 1783 2561 2751 3280 3820 4890 5961 7034 8107 <br />2561 4605 5206 6113 7547 8974 10000 10000 <br />4' 6" 3' 2" 1343 1969 2110 2992 2931 3756 4576 5400 6224 <br />1969 4375 5206 6113 7019 8672 10000 10000 <br />4'8" T 4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 <br />1349 3090 4567 5365 4766 5817 7074 8203 <br />1349 1438 1716 1999 2560 3132 3686 4649 <br />5' 4" 4' 0" 1006 <br />1349 3090 4567 5365 4766 5817 7074 8203 <br />5'10" 4' 6" 860 1105 1173 1600 1631 2090 2549 3009 3470 <br />1105 2622 4242 4360 3942 4889 5817 6662 <br />G 6" 5'2" 710 1232 2177 3738 3480 3031 3707 4383 5061 <br />1232 2177 2738 3480 5381 8360 8625 7590 <br />7'6" 6'2" 570 991 1729 2108 2632 2205 2698 3191 3685 <br />991 1729 2108 2632 3898 5661 4742 5501 <br />699 1160 1516 1626 2564 3486 2818 3302 <br />8'4" 7'0" 488 699 1245 1516 1843 2564 3486 2964 3387 <br />9'4" 8.01, 416 699 1160 N/A 1625 2564 3486 2818 3302 <br />699 1245 N/A 1843 2564 3486 2964 3387 <br />10'6" 9'2" 354 535 890 N/A 1247 2093 2777 2163 2536 <br />535 1054 N/A 1533 2093 2781 2259 2615 <br />11'4" 10'0" 315 567 890 N/A 1366 1846 2423 3127 4006 <br />567 945 N/A 1366 1846 2423 3127 4006 <br />12' 0" 10'8" 292 525 873 N/A 1254 1684 2193 2805 3552 <br />525 873 N/A 1254 1684 2193 2805 3552 <br />12' 6" 11'2" 277 471 755 N/A 1075 1428 1838 2316 2883 <br />471 755 N/A 1075 1428 1838 2316 2883 <br />13'4" 12'0" 255 471 755 N/A 1075 1428 1838 2316 2535 <br />471 755 N/A 1075 1428 1838 2316 2883 <br />14'0" 12'8" 239 424 706 N/A 1002 1326 1697 2127 2278 <br />424 706 N/A 1002 1328 1697 2127 2630 <br />14'8" 13'4" N/A N/A N/A N/A N/A N/A N/A N/A N/A <br />N/A 783* N/A 1234* 1421* 1779* 2188* 2662* <br />15'4" 14'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A <br />N/A 710* N/A 1160* 1331* 1660* 2032* 2459* <br />17'4" 16'0" N/A <br />N/A N/A N/A N/A N/A N/A N/A N/A <br />N/A 548* N/A 952* 1117* 1379* 1671* 1997* <br />19' 4" 18' 0" N/A <br />N/A N/A N/A N/A N/A N/A N/A N/A <br />N/A 420* N/A 750* 960* 1177* 1415* 1676* <br />20'0" 18'8" N/A N/A N/A N/A N/A N/A N/A N/A N/A <br />N/A 340* N/A 598* 845* 1114* 1345* 1468* <br />*PRESTRESSED <br />** 8" W/2" RECESS U-LINTELS <br />Type A = Unfilled no Rebar; Type B = Continuous Grout, Steel per Plan in Bond Beam Only; Type C = Continous Grout, Steel per Ian in Bond Beam & Lintel <br />1 v Lnr k 1 1 r n,nL/ <br />W19 TYPICAL FILLED CELL DETAIL <br />C.O A.# ARCHITECTURE. <br />AA26002802 <br />1 v Lnr k 1 1 r n,nL/ <br />W19 TYPICAL FILLED CELL DETAIL <br />C.O A.# ARCHITECTURE. <br />AA26002802 <br />O <br />o <br />O <br />co <br />c <br />00 <br />o <br />0 <br />�-1 <br />O <br />v <br />� <br />as <br />1 "1 <br />c" <br />N <br />as <br />*Pulte%Gwoup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX>/XXXX <br />C.O.A.# ENGINEERING: PROJECT TYPE <br />29349 Single Famfl <br />III THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA Pulte <br />10/9/20 <br />DATE`,1�SlIIttlf it <br />PLAN NAME <br />Cedar <br />* NPC CHILD NUMBER <br />b.86025 1 = 2810.500 <br />7C <br />E c�F+rtC SHEET <br />t? ��. <br />2 <br />1i'IIIItLI I <br />