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INT. FINISH <br />WOOD BUCKATTACHMENT: <br />1 x CUSTOM P.T. BUCK TO MASONRY <br />tx WOOD <br />MATCH FRAME WIDTH, ATTACH w1 T NAILS @ 4' <br />Ix P.T. BUCK <br />FROM ENDS AND 12' O.C. REMAINDER. ATTACH <br />WINDOW THAU BUCK INTO MASONRY PER FLORIDA <br />ATTACH WINDOW PER <br />PRODUCT APPROVAL <br />FLORIDA PRODUCT <br />APPROVAL <br />ALTERNATE: <br />SILICONE SEALANT <br />2x OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS < 21/9 =1/410 x 4' <br />FINISH PER ELEVATION <br />TAPCONS @ 4' FROM ENDS AND 12' O.C. <br />REMAINDER. wl 11/4' EMBEDMENT <br />TYPICAL WINDOW ATTACHMENT DETAIL <br />N.T.S. <br />File Name: <br />WGM-140 <br />WOOD BUCK ATTACHMENT: <br />INT. FINISH <br />2x OR GREATER BUCK TO MASONRY <br />ix WOOD <br />BUILT-UP THICKNESS < 2114' =1/410 x 4' <br />& P.T. BUCK <br />TAPCONS @ 4' FROM ENDS AND 12' O.C. <br />REMAINDER w11114'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 wl T NAILS @ 4' <br />FINISH PER ELEVATION <br />FROM ENDS AND I? 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 />EXTERIOR CONC.WALL <br />GARAGE DOOR AND TRACK, INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS. <br />`- 2X6 WOOD BUCK ANCHORED TO CMU wl <br />11?x6'VBOLTS OR5/6'xO SIMPSON <br />TTTEN HDS w/ 2'WASHERS AT 24' O.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 12' O.C. STAGGER ROWS 6' FROM EACH <br />EXTERIOR CONCMALL <br />114' DRIVEIN ANCHOR <br />GARAGE DOOR AND TRACK ' <br />INSTALLED PER MANUFACTURERS g: <br />SPECIFICATIONS. <br />J. p. <br />FRAME TO MASONRY <br />TYPICAL GARAGE DOOR ATTACHMENT <br />N.T.S. <br />END <br />112'x 21/4' HILTI SLEEVE ANCHOR <br />OR EQUAL MIN.110 EMBED INTO <br />MASONRY (1) PER BRACKET <br />He 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 />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 />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 />2110" <br />V 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 />416" <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 />1 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 />612" <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 />7-0-1 <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 />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 />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 />IN 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 />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 />T e A = Unfilled no Rebar; Type B = Continuous Grout, Steel per Plan in Bond Beam Only; Type C = Continous Grout, Steel per Elan in Bond Beam & Lintel <br />NOMMI <br />1. NO <br />. _ <br />1 t ..c -► <br />® <br />�. <br />1: <br />® <br />11121 " <br />M „' <br />• i <br />e1 <br />& ea <br />. • <br />: J <br />®- <br />h I� � I � )11��1 NINIWI ,. <br />I► e <br />1 <br />C <br />� <br />1 <br />�1 <br />I <br />1- <br />�1 <br />��I� �N II ,� <br />III�III�I�NLI��I��I IrM�UII <br />IIIIII��I <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />3/31 /21 <br />DATE <br />`w <br />STATE f"!F ,• w <br />//;/10NA41\\ \��� <br />i <br />P <br />H <br />CEO <br />0 <br />r h <br />v <br />�.�..i <br />t\00 <br />f"1 <br />,,...0{{{��� <br />4 <br />IS-1 <br />O <br />-N <br />N <br />� <br />!� <br />w <br />12 <br />rl � <br />o <br />� <br />w <br />0 <br />bA <br />rNEIIIIII <br />N <br />a <br />AL <br />u te u - <br />STD_ <br />1 <br />t <br />N <br />o <br />h� <br />CKD <br />mJ 43 <br />� p <br />ic v0-� <br />,0 <br />� � 0 <br />� � w <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 />Hi h ate <br />NPC CHIM NU ER <br />2811:500 <br />SHEET <br />S4.2.1 <br />— —T�—n � , � �.,, �'t�-�a�r�rrxrcn it r � ra•;�r,na ��r--�--n�.��rr— i <br />