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u <br />8 26 <br />8 s 7 40' 0" <br />2112'8„ 15'011 12'4" <br />> > In <br />O <br />J1 I/A 1111 lol/ 11 A <br />� <br />> > / > > > / >• > >/ > / > <br />J5 ti <br />/ ti ti ti ti ti ti/ ti O O o <br />�9L ` / � GAO <br />18B <br />S-5 <br />/ZH07 <br />5 3 <br />A + + + + + + + + + H0S <br />+ + + + + + + + + + + <br />+ + + + + + C�+ + + + + H09 <br />+ + + + + + �+ + + <br />+ + <br />D-6S8 + + + + + + + + +0 <br />Al <br />+ + + + + + + + H11 <br />+ + + + + + + + + + + <br />6'0"„ + + + + + + H12 + <br />o 11 + + + + + + + + + <br />M + (ibD SPACE + . + q,+ i + + + <br />S01 + 4.I + <br />CA>----� <br />Cfl / ObD SPACE + H + + + i + + S-6 <br />U N F . + + + + H + + + I S01 � + I I + OTYP. THIS <br />+ + + + + + + + + WALL <br />+ + + + + + so + + + <br />+ + <br />111-0" + + + + + \++, <br />5++ + + + + + +S0+ + <br />-♦3' 2+ + + + + + + SO4 + <br />+ + + + + + + <br />+ + + <br />+ c + + So <br />-4- + + + <br />07 <br />A ,2„ + + 4 T01 <br />S06 -� + + + <br />T05 <br />16 KNEE WALL <br />14'4" - + + + <br />H01 <br />+ + O + 0 0 0 <br />T03B SI 4 + <br />S-6 + + I <br />T03B + + + <br />0 <br />T03 0 0 <br />d' T03 <br />H03 .. TYP_ 10,„ <br />H03 <br />J05 <br />TRUSS LAYOUT 11, III, AND IV <br />NOT TO SCALE <br />J03 <br />J03 <br />J01 <br />V <br />of <br />Mid-StateTrussComr <br />Serving Florida Builders Since 1970 <br />3125 Reynolds Rd., P.O. Box 1606 <br />Eaton Park, Florida 33840 <br />863-665-1309 / 1-800-940-8787 <br />8' 0" BRG. WALL <br />10' 0" BRG. WALL <br />BEAM BY BUIDER <br />NON BEARING WALL <br />\ VAULTED CLGS <br />+ + + 10' 0" FLAT CEILING <br />8' 0" FLAT CEILING <br />HANGER SCHEDULE <br />SIMPSON HGUS210-2 ZL SIMPSON <br />A <br />SIMPSON ZL <br />SIMPSON <br />STANDARD ROOF HANGERS ARE SIMPSON HUS26 <br />STANDARD FLOOR HANGERS ARE SIMPSON HHUS46 <br />UNLESS SHOWN OTHERWISE <br />APPROVED TRUSS ANCHOR BY BUILDER <br />S.Q. CUT OVERHANG <br />HEEL HEIGHT = 2x4 STD. <br />BOTTOM = <br />TOP = 2x <br />TRUSS END DETAIL <br />UPLIFT VALUES & CONNECTORS <br />ZONE <br />UPLIFT <br />CONN. <br />❑1 MWFRS <br />< 14901BS. <br />0 <br />0 CLAD & <br />14901BS. <br />OA <br />3 MWFRS <br />< 1174 IBS. <br />SEE 5E.1/S 7 <br />® MWFRS <br />< 4501BS. <br />OG <br />* G.C. VERIFY ROOF PITCH <br />CD <br />U-<0 <br />.(n <br />ROOF PITCH VARIES PER SUBDIVISIONS <br />¢ o 2 z <br />CD <br />Cn <br />z <br />(5/12 OR 5.9/12) <br />W <br />0 o <br />U) 6 <br />En <br />w <br />IT IS THE CONTRACTORS RESPONSIBILITY <br />� <br />� < <br />cNa <br />z <br />TO VERIFY ROOF SLOPE REQUIREMENTS <br />O< <br />o< o <br />U <br />o <br />0 <br />WITH TRUSS MANUFACTURER. <br />W <br />o z Q ow <br />U <br />�pQ �z� <br />~ <br />O <br />w <br />a<w¢ <br />OQ <br />U) <br />O <br />w U) <br />w <br />o U <br />IL <br />(Dz_LL0 <br />* <br />mm <br />o LL <br />� <br />W <br />O�mOU! 20 <br />O <br />W0 <br />m <br />Q <br />W -� <br />WWOO <br />+ <br />Z M O <br />rep- NN <br />a <br />< O z m <br />- <br />O Q O O <br />00 00 <br />(n <br />a a vi o Q <br />Y <br />00 00 <br />w-Jp <br />d o 00 <br />w>¢ZCL <br />o i 0 <br />< < <br />= z ao <br />v <br />Z <br />~ U) (a <br />rn <br /><NTq <br />Vi <br />0 <br />Et 0 T1 4 <br />U cn <br />Z <br />N <br />z <br />O <br />W QU< C7 =_ W <br />0 <br />0000 <br />F <br />meM, <br />o <br />Ln <br />Z W a J 0 0 <br />W fn�-Za <br />O E <br />y N <br />d <br />O <br />N <br />W <br />w z U) m z 0 0 p <br />F- z <br />�oz=wQS3� <br />Z N <br />o <br />— EON <br />o <br />O<" =W (1) <br />m <br />W GONNw0 <br />w0< Cn9 W <br />O a <br />cM.�I�~ <br />Q o� <br /><� <br />m JH�OOHJ= <br />N <br />w <br />� <br />LL r I <br />0_ w=�v <br />QOO�O <br />w <br />o�� <br />cllcn❑❑ <br />0 ii a=�w0 0 <br />LL a)<o-tAUZ <br />`<tak <br />❑ <br />Z <br />r- <br />AE-1 <br /><' <br />5' <br />_ <br />N <br />r , <br />U] <br />J In <br />\ <br />m ❑ , <br />W m <br />0t,7� <br />Q <br />d <br />= J M <br />Q <br />Q m <br />W a <br />I.Q. <br />11 <br />z <br />13 <br />Z W <br />�u)Z <br />W F O W J <br />J <br />OO-2> <br />c� o ❑ <br />Q w <br />30❑00 <br />LL J <br />❑�< <br />❑ J en <br />t=LQ QU <br />SEE SHEET S-7 FOR NOTES <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />O <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />CAPACITY <br />SYP SPF <br />FASTENERS <br />SYP <br />SPF <br />A <br />HETA16 <br />1810 <br />9 - 10d x 1 1 2" <br />HTA16 <br />1500 <br />1500 <br />13 - 10d x 1 1 2" <br />B <br />HETA20 <br />1810 <br />9 - 10d x 1 1 2" <br />HTA16 <br />1500 <br />1500 <br />13 - 10d x 1 1 2" <br />C <br />H2.5A <br />600 <br />535 <br />10-8d <br />RT7 <br />585 <br />585 <br />10 - 8d X 1 1 2" <br />D <br />H3 <br />455 <br />320 <br />8-8d <br />RT3 <br />550 <br />475 <br />8 - 8d X 1 1 2" <br />E <br />META20 <br />1450 <br />7 - 10d x 1 1 2" <br />HTA20-18 <br />1200 <br />1120 <br />10 - 10d X 1 1 2" <br />F <br />HHETA20 <br />2235 <br />12 - 10d x 1 1 2" <br />G <br />H10 <br />990 <br />850 <br />16 - 8d x 1 1 2" <br />RT16 <br />1030 <br />945 <br />8-8d X 1 1 2"& 8-10d <br />H <br />MTT28B <br />4455 <br />4455 <br />24 - 16d <br />MTS27B <br />4685 <br />4029 <br />24 - 16d <br />J <br />HTT22 <br />5260 <br />5260 <br />32 - 16d SINKERS <br />HTT22 <br />5370 <br />4618 <br />32 - 16d <br />K <br />HD2A * <br />2775 <br />2570 <br />5 8" DIA. BOLTS <br />TD2 <br />3435 <br />2954 <br />2 - 5 8" DIA. BOLTS <br />L <br />HD5A * <br />3705 <br />3130 <br />DIA. BOLTS <br />TD5 <br />4180 <br />3594 <br />2 - 3 4" DIA. BOLTS <br />M <br />HD6A * <br />4405 <br />_3/4" <br />3680 <br />7 8" DIA. BOLTS <br />TD6 <br />6655 <br />5779 <br />3 - 3 4" DIA. BOLTS <br />N <br />LUS26 <br />1165 1115** <br />780 875 ** <br />8 - 10d x 3" <br />JUS26 <br />510/740 <br />440/695 <br />8-10d <br />P <br />HUS26 <br />1550 3325 ** <br />1550 2540 ** <br />20 - 16d x 3 1 2" <br />THD26 <br />1875 3040 <br />1580 2365 <br />Q <br />H US28 <br />220 5970 * * <br />2705 4510 * * <br />30 - 16d x 3 1 2" <br />TH D28 <br />2330 3965 <br />2015 3430 <br />R <br />MTS12 <br />1000 <br />860 <br />14 - 10d x 1 1 2" <br />MTW12 <br />1195 <br />905 <br />14-10d <br />S <br />MTS16 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW16 <br />1195 <br />905 <br />14-10d <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 10d x 1 1 2" <br />1 MTW20 <br />1195 <br />905 <br />14-10d <br />U <br />MGT <br />3140 <br />3140 <br />22 - 10d X 1 5 8" ATR W 5" EMBED W SIMPSON "SET" EPDXY <br />V <br />LGT2 <br />2050 <br />1785 <br />30 - 16d SINKERS <br />LUGT2 <br />2260 <br />1945 <br />30-10d <br />W <br />HGT-2 <br />6280 <br />6280 <br />16-10d 5" EMBED. <br />2)5/8" DIA BOLTS <br />HUGT2 <br />6280 <br />6280 <br />8-10d 5" EMBED. <br />(2) 5/8" DIA BOLTS <br />X„ <br />HTS 20 <br />1450 <br />1245 <br />24-10d X 1 1/2" <br />HTW20 <br />1530 <br />1315 <br />24-10d X 1 1/2" <br />SP1 <br />585 <br />535 <br />10-10d <br />SPT22 <br />715 <br />8- 10d <br />SP2 <br />1 1065 <br />605 <br />1 12-10d <br />SPT24 <br />895 <br />10-10d <br />HCP2 <br />1 605 <br />520 <br />12-10d X 1 1 2" <br />* MINIMUM 3" MEMBER <br />** REACTIONS ARE FOR ROOF LOADS ONLY <br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE <br />THE PLATE OFF OF THE TRUSS, <br />ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. <br />11iz�m <br />O <� <br />N — �o <br />W Y <br />Of o2 <br />L.LJ <br />J <br />W <br />20 <br />0 <br />® <br />01 <br />z <br />Q <br />U <br />_ <br />zLLo <br />< <br />J <br />~ <br />N <br />- <br />z <br />0z> <br />W O < <br />U <br />o z <br />LO <br />LLJ <br />O O <br />a-rr .J <br />W <br />W <br />� <br />= <br />�> < <br />ww� <br />w <br />W <br />(� <br />0 <br />— <br />C0 = z <br />0� 0 <br />r--I <br />> <br />J <br />Q <br />> <br />>- 0 a <br />LO <br />0 <br />z 3:w <br />J <br />1 <br />� n <br />�/ / <br />3: <br />Q <br />N <br />0 <br />�zo <br />` <br />w <br />J <br />U <br />Cl)¢ n <br />SHEET NO. <br />of <br />oU <br />6 <br />U <br />w <br />OF <br />2i <br />= <br />z <br />N <br />25 <br />D <br />W <br />0 <br />0 <br />LAST PLOT DATE <br />02, 2005 <br />N <br />0 <br />OMarch <br />— <br />J <br />TRUSS LAYOUT II <br />