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6345 Bradford Woods Dr
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Last modified
3/4/2025 10:39:42 AM
Creation date
2/28/2025 8:12:58 AM
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Building Plans
Street #
6345
Location
Bradford Woods Dr
Contractor
Pulte Homes
Building Plans - Permit #
2469
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INT. FINISH <br />WOOD BUCK ATTACHMENT: <br />1x CUSTOM P.T. BUCK TO MASONRY <br />1 x WOOD <br />MATCH FRAME WIDTH, ATTACH w/ T NALS @ 4- <br />1 x P.T. BIKE(( <br />FROM ENDS AND 1?O.C. REMAINDER. ATTACH <br />WINDOW THRU BUCK INTO MASONRY PER FLORIDA <br />ATTACH WINDOW PER <br />PRODUCT APPROVAL <br />FLORA PRODUCT <br />APPROVAL <br />ALTERNATE: <br />SILICONE SEALANT <br />2x OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS < 21/4' =1/4'0 x 4' <br />FINISH PER ELEVATION <br />TAPCONS @ 4' FROM ENDS AND 1? O.C. <br />REMAINDER. w/ 1114' EMBEDMENT <br />TYPICAL WINDOW ATTACHMENT DETAIL <br />Jcole: <br />N.T.S. <br />File Nome: <br />WGM-140 <br />WOOD BUCK ATTACHMENT: <br />M• FINISH <br />2x OR GREATER BUCK TO MASONRY <br />Ix WOOD <br />BUILT-UP THICKNESS < 21/4' =1/410 x 4' <br />2x P.T. BUCK <br />TAPCONS @ 9 FROM ENDS AND 12' O.C. <br />REMAINDER w/ 11/4' EMBEDMENT <br />ATTACH DOOR PER <br />FLORIDA PRODUCT <br />APPROVAL <br />ALTERNATE: <br />1x CUSTOM PT BUCK TO MASONRY <br />BRICK MOLD <br />MATCH FRAME WIDTH, ATTACH w/ T NAILS @ 4' <br />FINISH PER ELEVATION <br />FROM ENDS AND 1? O.C. REMAINDER. ATTACH <br />DOOR THRU BUCK INTO MASONRY PER FLORIDA <br />PRODUCT APPROVAL <br />TYPICAL DOOR ATTACHMENT DETAIL <br />Scale: File Name: <br />N.T.S. WGM-150 <br />GARAGE DOOR AND TRACK INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS. <br />2X6 WOOD BUCK ANCHORED TO CMU w/ <br />112'x TV BOLTS OR Wx6'SIMPSON <br />ITIEN HDS w/ ?WASHERS AT 243O.C. & <br />WITHIN 6' OF TOP AND BOTTOM, OR (2) <br />FRAME TO BUCK TO ROWS OF 1/4' x 3' MASONRY SCREWS @ <br />MASONRY 1? O.C. STAGGER ROWS 6' FROM EACH <br />FRAME TO MASONRY <br />TYPICAL GARAGE DOOR ATTACHMENT <br />Scala <br />N.T.S. <br />END <br />1/?x 21/4' HLTI SLEEVE ANCHOR <br />OR EQUAL MIN. 110 EMBED INTO <br />MASONRY (1) PER BRACKET <br />File Name: <br />WGM-160 <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" LINTEL <br />8" TYPE B <br />8" TYPE C <br />12" TYPE B <br />121' 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 />241' 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 />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 />1 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 />7'9" <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 />1943 <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 />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 />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 />1T 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 />IT 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 />* <br />* <br />1779* <br />* <br />154„ <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 />1 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 />1818.. <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, Type B = Continuous Grout, Steel per Plan in Bond Beam Only; Type C = Continous Grout, Steel per plan in Bond Beam & Lintel <br />CONN ECTOR <br />FASTEN ERS <br />ALLOWABLE LOADS <br />QHP, <br />TYPE <br />GRAVITY <br />Ibs 1.0 <br />UPLIFT (lbs) <br />1.6 <br />LATERAL <br />lbs 1.6 <br />META16 <br />8.148 <br />-- <br />1450 <br />F1:340 <br />F2:770 <br />HETA16 <br />9 <br />0.148"x1-1/2" <br />- <br />1810 <br />F1:340 <br />F 2: 770 <br />(2) META16 <br />1-ply <br />10 <br />0.148"x1-1/2" <br />-- <br />1875 <br />Fl: 680 <br />F 2 : 770 <br />(2) (VIETA16 <br />2- or 3- ply <br />14 <br />0.162"x3-1/2" <br />1795 <br />F1.1285 <br />F2 :1080 <br />(2) H ETA 16 <br />1- l <br />10 <br />0.148"x1 1/2" <br />_ _ <br />1920 <br />F 1: 680 <br />F2:770 <br />(2) H ETA 16 <br />2- or 3- ply <br />12 <br />0.162 "x3 1/2 " <br />2365 <br />F 1:1350 <br />F2 :1430 <br />HSTM16 <br />8 <br />0.148"x1- 2" <br />-- <br />1110 <br />F1:120 <br />4 <br />1/4"x1- 3/4"` Tite n 2 <br />F2 : 90 <br />MTS12 <br />14 <br />0.148"xi 1/2" <br />-- <br />990 <br />-- <br />MTS16 <br />14 <br />0.148"x1 2" <br />-- <br />990 <br />-- <br />HTS16 <br />16 <br />0.148"x1-1/2" <br />1310 <br />- <br />HTS20 <br />24 <br />0.148"xl-1/2" <br />-- <br />1310 <br />-- <br />LSTA12 <br />10 <br />0.148"x21/2" <br />-- <br />925 <br />-- <br />LSTA18 <br />14 <br />0.148"x2- 2" <br />-- <br />1235 <br />-- <br />LSTA30 <br />22 <br />0.148"x2-1/2"' <br />-- <br />1640 <br />-- <br />MSTA30 <br />22 <br />0.148"x2-1/2" <br />2050 <br />-- <br />MSTC52 <br />62 <br />0.148"x3-1/4" <br />__ <br />4735 <br />MSTCM40 <br />10 <br />4"x2- 4"' Titen 2 <br />_- <br />2800 <br />14 <br />0.148"x3-1/4" <br />MGT <br />22 <br />0.148"x3" <br />-- <br />3965 <br />F1:775 <br />1 <br />5/8" ATR <br />F2: 525 <br />VGTR or L <br />1 <br />5/8" ATR <br />-- <br />2225 <br />Fi : 650 <br />16 <br />1/4" x3" SDS <br />F 2: 630 <br />VGTR/L <br />2 <br />5/8" ATR <br />-- <br />554.5 <br />F1: 650 <br />32 <br />1/4'x3" SDS <br />F2:630 <br />V GT <br />1 <br />5/8" ATR <br />-- <br />4940 <br />F 1:1185 <br />16 <br />1/4"'x3" SIBS <br />F2: 590 <br />(2) VGT <br />2 <br />5/8" ATR <br />7185-2ply 8890 <br />3 1 <br />F1:1185 <br />32 <br />1/4"x3" SDS <br />F2: 590 <br />DTT2Z <br />1 <br />8 <br />1/2"ATR <br />1/4' x3" SDS <br />1825-2x4min <br />2145- 2 2x4 m in <br />- <br />HTI4 <br />1 <br />5/8" ATR <br />3610 <br />-- <br />18 <br />0.148"x3-1/2" <br />HTT5 <br />1 <br />5 8" ATR <br />4670 <br />-- <br />26 <br />0.148"x3" <br />HTT5KT <br />1 <br />5/8" ATR <br />-- <br />5445 <br />26 <br />SD#10x2-1/2" <br />ABU44Z <br />1 <br />5/8" ATR <br />7570 <br />1900 <br />- <br />12 <br />0.162"x3-1/2" <br />ABL166Z <br />18205 <br />2475 <br />12 <br />0.162" x "" 1/2 <br />H2.5A <br />10 <br />0.131"x21/2" <br />-- <br />565 <br />F1:110 <br />F2:110 <br />H10A <br />18 <br />0.148"x3-1/2" <br />-- <br />1340 <br />F1:565 <br />F2:285 <br />H10A-2 <br />18 <br />0.148"x1-1/2" <br />-- <br />1080 <br />F1:680 <br />F2:260 <br />HUC48 <br />14 <br />1/4"x2-3/4" Titen 2 <br />3500 <br />1135 <br />-- <br />6 <br />0.148"x3" <br />WS26 <br />4 <br />0.148°'x3" <br />865 <br />1165 <br />-- <br />SPH4 <br />12 <br />0.148"x1 1/2" <br />- <br />Side: 640 <br />Center :1280 <br />DTC clips <br />4 <br />3/16"x2-3/4" Titen 2 <br />-- <br />-- <br />Fl : 85 <br />2 <br />0.131"x2-1/2"" <br />F2 :135 <br />A35 <br />12 <br />0.131"x1-1/2" <br />-- <br />F1:650 <br />F2 : 670* <br />SDWC15600 <br />1 <br />SDWC15600 <br />-- <br />615 <br />F1:130 <br />F2:225 <br />SDWC15450 <br />1 <br />SDWC15450 <br />-- <br />295 <br />F2:150 <br />C.O.A,# ARCHITECTURE: <br />AA26002802 <br />G.Q.A.# ENGINEERING: <br />29349 <br />.-I THOMAS A. WESER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />6/7/21 <br />DATE ����tllEtffJ <br />\ <br />No. 96025 <br />r <br />,. TATE OF !(� <br />\ <br />h <br />O <br />O <br />C <br />'d4 <br />M <br />`_/ <br />C? <br />Mr--q <br />wMM <br />45 <br />Q <br />vJ <br />O <br />�MM <br />W <br />A"' <br />W <br />r-+ <br />CC) <br />•O <br />� <br />w <br />r..l <br />cd <br />4-4 <br />N <br />� <br />tPulte�. <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE I <br />Sinele Family <br />SPECIFICATION LEVEL I <br />Pulte <br />PLAN NAME <br />Highgate <br />NPC CHn NU ER <br />2811.500 <br />SHEET <br />S4.2.1 <br />
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