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C02 C02 C02 COl COl COl C03 i N 6- 0- 0 TYP. TO MASONRY 12'-4" TRUSS LAYOUT II SCALE: 1/4" = 1'-0"o o CD L!) W LL~ O:: 00:: 0 W lL.LL f-w I- o~z o:J Wx~o::o U o~ lL.u o::ozU D..."""w<( O D...""'~ f-0<:1: 0Z wO:: l-zo:: LLW W <( zo::ofr' lOW<(OJ W~(/)o f-<( zz L- of-o<( 0.- ~w-woo::(/)""" I:Z"", . o ~(/)w<(z LL <.;;lZ~B:Q W ;::Qoo~ o(/)D::f-u 0:: oZo~::: J t: LLWCi: UD...w~wOD...J o::of-ffi<(a <(-- J~ ...J J , 0::...J j) (/)0 <( ( j') 0 ~<( 0:: --J ........w...JO J>~zo:: 0)<(0 5/12 OR 5. 9 tI)Q,) Q)--JJ)1a~ Q,)._ 0 Q,)UVi I tI) 0 0::J) C'lSD... Q,)C@ OJ) u:ns'- -tI) b::O( 1)w 0 U E 0 Q W o l z o J en w <.;; l ooU I ?;: N Z f-.(/) 3: IJ>lZw <( fD..-l ~Qo O::NfD en of- O O.-l~ Z ffiz<(u w~f8Lt 0 W<(~<.;;l II~. i= t?~z f-f-...JLl.I : J l 0:: U 0 0:: LL LI.. Q. .. J zwl5:-! OOLUZ 0 WO(/)S(/)LLZQ.Ll.I CI) wZ(/)enZOO ~C ZI:JZwOWi=ZO::f- 0 c:r I Vi ~ 0:: :=:J c.:J LLz..Jf-:>WOo!n enO<:l:D...IW(/)D...o::...; LU t?W~!:::O::O~lXl...l Q 8~3:8~~<~ <C Wf->-OOI-...J:t: Q 3Uo::NwU~~ c= f-0~~~0~O:i 0 2~tn8~Vit?DD Li SEE SHEET S.7 FOR NOTES I HANGER SCHEDULE b 1-PL Y TRUSS = SIMPSON HUS-26 8 2-PL Y TRUSS = SIMPSON HGUS210-2 8 3-PL Y TRUSS = SIMPSON HGUS210- 3 VAULTED - OR - SKEWED TRUSS 6 SIMPSON LSSU210-2 mid-state truss CO., inc. I------ ---------------0') JV1T T " >I I ~f;).. I I 0 ~ J' ~ I I JV3 ~ A09 A08A~ A07A ~A06A ~A05A ~ A04A ~U:N.'O', \I;;>L!)s/I W 1 'jOl I 10m 2 c.>\) II ~&J03 I ; //IY q I~1 I I 5'- 0";: I I 7;: I I 7 A03A ~ /A02""" / 3125 Reynolds Rd., P.O. Box 1606 Eaton Park, Florida 33840 813- 665-1309/ 1-800-940- 8787 UPLIFT VALUES & CONNECTORS ZONE o MWFRS I2l COMPo & L: J CLAD MWFRS MWFRS @]2]UPLIFT CONN.14901BS. @ 14901BS. @ 1174IBS. SEE 15/S- 7 4501BS. @ o o oUPLIFT CONNECTION CROSS- REFERENCE TRUSS LAYOUT II MARK o FASTENERS SIMPSON STRONG TIE CAPACITY SYP SPF 1810 9 - 10d x 11 2"1810 9 - lad x 11 2" 600 535 10 - 8d 455 320 8 - 8d 1450 7 - lad x 11 2"2235 12 - 10d x 11 2"990 16 - 8d x 11 2" RT16 1030 945 8~8d X 11 2"& 8-10d 4455 24 - 16d MTS27B 4685 4029 24 - 16d 5260 32 - 16d SINKERS HTT22 5370 4618 32 - 16d 2775 5 8" DIA. BOLTS TD2 3435 2954 2 - 5 8" DIA. BOLTS 705 3 4" DIA. BOLTS TD5 4180 3594 2 - 3 4" DIA. BOLTS 4405 7 8" DIA. BOLTS TD6 6655 5779 3 - 3 4" DIA, BOLTS 1165 1115** 780 875 ** 8 - lad x 3" JUS26 510/740 440/695 8 - 10d 550 3325 * * 1550 2540 * * 20 - 16d x 3 1 2" TH 026 1875 3040 1580 2365 220 5970 ** 2705 4510 ** 30 - 16d x 31 2" THD28 2330 3965 2015 3430 1000 860 14 - 10d x 11 2" MTW12 1195 905 14-10d 1000 860 14 - 10d x 11/2" MTW16 1195 905 14-10d 1000 860 14 - 10d x 11 2" MTW20 1195 905 14-10d 3140 3140 22 - 10d X 1 5 8" ATR W 5" EMBED W SIMPSON "SET" EPOXY 2050 1785 30 - 16d SINKERS LUGT2 2260 1945 30 - 10d 6280 6280 16-10d 5" EMBED. HUGT2 6280 6280 8-10d 5" EMBED.2)5/8" DIA BOLTS (2) 5/8" DIA BOLTS 24-10d X 1 1/ 2" HTW20 1530 1315 24-10d X 11/2"10 - 10d SPT22 715 8 - 10d 12 - 10d SPT24 895 10 - 10d 12-10d X 11 2"USP MANUFACTURING, INC.CONNECTOR APACITY SYP SPF HTA16 1500 1500 HTA16 1500 1500 RTl 585 585 RT3 550 475 HTA20-18 1200 1120 FASTENERS CONNECTOR HETA16 HETA20 H2.5A H3 META20 HHETA20 Hl0 MTT28B HTT22 HD2A *HD A *HD6A * L H S 6 HUS28 MTS12 MTS16 MTS20 MGT LGT2 HGT-2 A B C D E F G H j K LM N P Q R S T U V W 13 - lad x 11 2" 13 - 10d x 1 1 2" 10 - 8d X 11 2" 8 - 8d X 11 2" 10 - lad x 11 2" SCALE: 1/ 4" = 1'- 0" OOCf) 1 1 0- NI L! ts r"-W L.()I-0::: o:::()000 I-~z~WI-0 1 G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS 5/12 OR 5.9/12)IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER.X" HTS20 1450 SPl 585 SP2 1065 HCP2 605 MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPOXY ANCHORS TO BE SIMPSON " SET" U. N.O. 1245 535 605 520 J i:0::f-2 o W o U J 0') G: ><enolL.<(W I"- 0 LL l N 0') "i z0') 0') 0 J 0') 0')0:: LL N N o ' ' .D... O? co If) 0r-- I"- iD... oo m <( <:; t <:; t m o 0') N o 00 co f- 0 E <:;t 3$ L gj ~z 0')lf) enoNZ WO C:0').t~w J,"" o::l-OlL. co~<J"'" ~cOr-:-f-- CD ou~....,Q."i~ f-m W 8.Ig: ffio~m<( o...(/)uZ 0 C\ J( f) LDZ 0 C\ J- ri(f) w 0:: Z Z o 0 ViVilf) If)- o 0>........w........w....,0:: 00::....,u'""u........ f-........f-0')0') <(eniD... L03:CDOCD........0')........0')<( 0,,0 i8~ i8~I I I II I I III II I I I I I I I I I 1ULD 001 DOl 2K V ~I I J I I ~~' T BE SK FRfME 1- --- ----\/>/2x8A \ ~ HIPS T' p, ""'7 y ~8 \ ~ ! 2x6MIN,AT @ 2'- 0" O. C, MAX 3'-2" 7 7 w o z 0::: ( V)DO JO ON wI-o::zCO 5 0...SHEET NO.25 LAST PLOT DATE March 11, 2005 OF 6 o o D W I-0 J ~Z U1 ... r--. o ci ... r--.Ul~ ch~ OJ 0 I 2: \D C1'OW(11\ D t ~ (11 ~C. I .J M UJ IJ.. ... I I- ~ OJ tUJa. I I- W ... 1- Z o o D o Z ~ I- 0 WI-(/) W:: J oz(/)::::!<l: aO-I>z: 2' f::: 3:(/) l: NWo::~ r1~ Oo O::OoO3: 0wu.U L.. J...I----lf-- 0:: 0 1-;' 5 Z O:: J 0:: (/)1l: 2;;f::!ao:: 2~~ 3 w ~0::U >-LLZ Zf-O z-L- ZW~ OZ-o WO 0 Z ~ uC5 OZ- OwO:: L- o::~ g D...-LL r: ~3~wwO:: o enII- I- f-~Ol-U 0:: z~00..: I 0:: O 0... 3: u o:: WO ..Jw~ D...ZO U(/)ZI D... 0::o U WoI0') o o N @ TRUSS PLAN II