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RAFTER SPAN TABLE <br />MEMBER SIZE AND SPACING <br />MAXIMUM LENGTH <br />MEMBER CONNECTIONS* <br />2- X 4" @ 16' O.C. <br />T-5" <br />(2) 16d TOENAILS <br />2" X 6' @ 16" O.C. <br />10'-8" <br />(2) 16d TOENAILS <br />2' X 8" @ 16' O.C. <br />13'-9" <br />(3) 16d TOENAILS <br />2" X 10" @ 16" O.C. <br />16'-5" <br />(1) USP HTW20 OR (3) 16d TOENAILS <br />2" X 12" @ 16" O,C. <br />19'-3" <br />(1) USP HTW20 OR (4) 16d TOENAILS <br />2' X 4' @ 24- O.C. <br />6--l" <br />(2) 16d TOENAILS <br />2' X 6' @ 24- O.C. <br />8-6" <br />(2) 16d TOENAILS <br />2- X 8" @ 24- O.C. <br />11 1-0" <br />(2) 16d TOENAILS <br />2" X 10" @ 24" O.C. <br />13'-0" <br />(3) 16d TOENAILS <br />2" X 12" @ 24" O.C. <br />15'4" <br />(1) USP HTW20 OR (3) 16d TOENAILS <br />TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). <br />** SOUTHERN YELLOW PINE, 55 PSF LOADING <br />COMPONENT & CLADDING DESIGN PRESSURE <br />(120 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30fee� Importance Factor= 1.0) <br />ROOF <br />WALL <br />TRIBUTARY AREA (ft') <br />ZONE 1 <br />ZONE 2 <br />ZONE 3 <br />ZONE 4 <br />ZONE 5 <br />10 <br />20.9 <br />-33.2 <br />20.9 <br />-70.1 <br />20.9 <br />-70.1 <br />36.3 <br />-39.3 <br />36.3 <br />-48.6 <br />20 <br />19.0 <br />-32.2 <br />19.0 <br />-63.6 <br />19.0 <br />-63.6 <br />34.6 <br />-37.7 <br />34.6 <br />-54.4 <br />50 <br />16.7 <br />-31.1 <br />16.7 <br />-55.0 <br />16.7 <br />-55.0 <br />32.5 <br />-35.6 <br />32.5 <br />-41.0 <br />100 <br />14.7 <br />-30.1 <br />14.7 <br />-48.6 <br />14.7 <br />-48.6 <br />30.8 <br />-33.9 <br />30.8 <br />-37.7 <br />125 <br />1 14.7 <br />1 _30.1 <br />1 14.7 <br />1 -48.6 <br />14.7 <br />1 -48.6 <br />1 30.8 <br />1 <br />-33.9 <br />1 <br />30.8 <br />-37.7 <br />NOTES: I FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY <br />BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. <br />2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY ADJUSTMENT <br />COEFFICIENTS IN TABLE R301.2(3) OF THE FLORIDA RESIDENTIAL CODE 2007 <br />3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING <br />SURFACES <br />UPLIFT CONNECTION CROSS-REFERENCE <br />USP STRUCTURAL CONNECTORS <br />SIMPSON STRONG -TIE <br />CONNECT01 <br />4,CrrY <br />LATERAL <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />IFT CAPACITY <br />LATERAL <br />CAPACITY <br />FASTENERS <br />(s.y.p. #2) 1 _(_s_­P`F_)_] <br />P 42) (S.P.F.) <br />(S � <br />MASONRY APPLICATIONS <br />MASONRY APPLICATIONS <br />HTA16 <br />1615 <br />1585 <br />590 <br />10-1 Od x 1 1/2" <br />META16 <br />1450 <br />1247 <br />335 <br />1 7-1 Od x 1 1/2" <br />HTA20 <br />1615 <br />1585 <br />590 <br />10-1 Od x 1 1/2" <br />META20 <br />1450 <br />1247 <br />335 <br />7-1 Od x 1 1/2" <br />HTT16 <br />4290* <br />3689* <br />- <br />18-16d & (1) 5/8" A.B. <br />HTT16 <br />4175* <br />3695* <br />18-16d & (1) 518" ATIR <br />HTF22 <br />5370* <br />4618* <br />- <br />32-16d & (1) 5/8" A.B <br />HTT22 <br />5260* <br />5250* <br />32-16d Sinkers & (1) <br />5/9'ATR <br />LUGT2 <br />1850 <br />1850 <br />- <br />16-10d & 5-1/4"x3" <br />Wedge bolts <br />LGT2 <br />2150 <br />1850 <br />16-16d Sinkers & 7- <br />1/4!'x2 1/4" Titen <br />LTS19 <br />1390* <br />1195* <br />- <br />8-1 Od & (1) 3/4" A.B. <br />LTT19 <br />1350* <br />1305* <br />8-16d Sinkers & (1) <br />3/4" ATIR <br />LTT131 <br />2825* <br />2429* <br />18-10d x 11 1/2" & (1) <br />5/8" A.B. <br />1_71­131 <br />2310* <br />2310* <br />18-10d x 1 1/2" & (1) <br />5/8" ATR <br />FRAME APPLICATIONS <br />FRAME APPLICATIONS <br />RT7 <br />585 <br />585 <br />170 <br />10-8d x 1 1/2" <br />H2.5 <br />415 <br />365 <br />150 <br />10-8d x 1 1/2" <br />RT16 <br />1030 <br />1030 <br />645 <br />16-8d x 1 1/2" <br />H10 <br />990 <br />850 <br />525 <br />16-8d x 1 1/2" <br />RT16-2 <br />1160 <br />975 <br />410 <br />16-8d x 1 1/2" <br />H10-2 <br />760 <br />655 <br />395 <br />12-1 Od <br />SPT22 <br />725 <br />623 <br />260 <br />8-1 Od <br />Spi <br />585 <br />535 <br />- <br />10-1 Od <br />SPT24 <br />1085 <br />933 <br />260 <br />12-1 Od <br />SP2 <br />1065 <br />605 <br />- <br />12-1 Od <br />SPT4 <br />1075 <br />924 <br />- <br />6-1 Od x 1 1/2" <br />SP4 <br />885 <br />760 <br />- <br />6-1 Od x 1 1/2" <br />SPTH4 <br />2150 <br />1849 <br />12-1 Old x 1 1/2" <br />SPH4 <br />1360 <br />1170 <br />- <br />12-1 Od x 1 1/2" <br />MUGT15 <br />4265 <br />3335 <br />- <br />22-10d & (1) 5/8" ATR <br />MGT <br />3965 <br />3330 <br />- <br />22-1 Od & (1) 5/8" ATR <br />LUGT2 <br />2260 <br />1956 <br />440 <br />32-10d <br />LGT2 <br />2050 <br />1785 <br />- <br />30-16d Sinkers <br />HTW20 <br />1530 <br />1325 <br />95 <br />20-10d <br />HTS20 <br />1450 <br />1245 <br />- <br />20-1 Od <br />LSTA18 <br />1235 <br />1110 <br />- <br />14-1 Od <br />LSTA18 <br />1235 <br />1165 <br />- <br />14-1 Od <br />LSTA24 <br />1235 <br />1235 <br />16-1 Od <br />LSTA24 <br />1235 <br />1235 <br />- <br />18-1 Od <br />LSTA30 <br />1640 <br />1640 <br />22-10d <br />LSTA30 <br />1640 <br />1640 <br />- <br />22-10d <br />LSTA36 <br />it�_t <br />1640 <br />22-10d <br />LSTA36 <br />1640 <br />1640 <br />- <br />24-10d <br />HUNG APPLICATIONS <br />HUNG <br />APPLICATIONS <br />HUS26 <br />1925 <br />1655 <br />- <br />20-16d <br />HUS26 <br />1550 <br />1550 <br />- <br />20-16d <br />THDH26-2 <br />2235 <br />1935 <br />- <br />28-16d <br />HGUS26-2 <br />2325 <br />1995 <br />- <br />28-16d <br />HUS28 <br />2570 <br />2210 <br />- <br />30-16d <br />HUS28 <br />2000 <br />2000 <br />- <br />30-16d <br />THDH210-2 <br />3490 <br />3020 <br />- <br />58-16d <br />HGUS28-2 <br />3220 <br />2705 <br />- <br />48-16d <br />CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU <br />NOTE: <br />DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE <br />PLATE OFF THE TRUSS. <br />ROOF DIAPHRAGM NAILING SCHEDULE <br />RIDGE LINE <br />+ <br />+ + + + + <br />4 <br />+ <br />+ <br />+ 4- + + <br />+ <br />+ 4 4 <br />+ <br />1-91 (TYP.) <br />-0 "P') <br />6'-0' <br />6'-0" <br />4 <br />+ <br />L1 <br />L _j <br />15/32" CDX <br />00 <br />PLYWOOD OR <br />+ <br />7/16" OSB <br />+ <br />4 <br />+ + 9 <br />z <br />+ <br />+ + <br />+ <br />+ <br />4 <br />+ <br />LINE <br />120 MPH <br />3 SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH 3 SECOND GUST EXPOSURE "C"WIND <br />ZONE <br />8d RING SHANK NAILS @ 6' O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & <br />4' O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE <br />0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER <br />RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER <br />16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH <br />0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER <br />2 INCH NAIL LENGTH 2 INCH NAIL LENGTH <br />NOTE: � FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8"RING SHANK COIL GUN NAILS MAY BE USED <br />1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. <br />2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. <br />3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS <br />OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. <br />MIN. EMBEDMENT <br />SCHIEDULEFOR <br />E AND QUANTITY <br />)FFASTENERS <br />PRE-FAB CHIMNEY CAP <br />FLASHING <br />2"A4" BLOCKING (SEE MANUF. <br />USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) <br />EACH JOINT TYP. <br />EXTERIOR FINISH <br />-PRE-FAB CHIMNEY <br />BLOCKING @ MID POINT <br />Z (n <br />��WHEN CHIMNEY EXCEEDS 6'-0" <br />IN HEIGHT <br />�Z- <br />rr 0 Z=� GALV.METAL /2" SHEATHING OR O.S.B. <br />LU 0. FLASHING-� <br />1: A4" STUDS @ 16' O.C. MAX. <br />0 <br />TYPICAL MTW INSTALLATION <br />LC <br />SE <br />USP <br />MUC <br />5/8"0 <br />THRU <br />BOLT <br />U Iq <br />ML <br />R TRUSS <br />'OP PLATE <br />I.0 <br />TYPICAL USP MUGT1 5 TO <br />BUILT-UP COLUMN DETAIL <br />HTA 20-18 / HTA 20 <br />INSTALLATION @ MID SPAN <br />NOTE: <br />UPLIFT VALUE <br />IS BASED ON <br />S.P.F. <br />USP RT16 USING <br />16-8d x1l 1/2" NAILS <br />UPLIFT = 1030# <br />TYPICAL RT16 INSTALLATION <br />TYPICAL HTA 20-18 / HTA 20 <br />INSTALLATION <br />CRICKET-/ GALV. MTL. FLASHING <br />L r/-TRUSS TOP CHORD <br />'<��USP HTW20 @ EA. CORNER <br />DOUBLE 2"x4" BLOCKING <br />SECTION "A -All w/ 1/2" PLYWOOD FLITCH <br />SCALE: 3/4"=V-0" <br />ATTACH BLOCKING <br />TO TRUSSES W/ USP SLOPE us <br />MP-34 ANGLE TYPICAL V <br />TYPICAL CHIMNEY PLAN <br />SCALE: 3/4"=V-0" <br />FILL CELL--\ � STD. 90* HOOK <br />U) <br />W <br />CONT. #5 STD. 900 <br />HOOK <br />BAR <br />A <br />BOND BEAM STEP <br />CHIMNEYASSEMBLY <br />2"X4- @ 16" O.C. MAX. <br />(2) 2"x4" BLOCKING wl <br />1/2" PLYWOOD FLITCH TYP. <br />BOND BEAM <br />ORR <br />A <br />U_ <br />C M = 0 <br />41 0 CV) <br />E It C� <br />4- E Co') coo <br />LU 0 r, 65 <br />U 2 c <br />0 cX) P E <br />VO 2 00 <br />) <br />co M:s q <br />'0 00 0 <br />C CO <br />0 M <br />0 <br />0) <br />0 :3 0 00 <br />CL Co <br />a) <br />0 <br />LO 0 <br />0 <br />B 7) C <br />8 D. <br />A. <br />94- <br />N <br />CE4" 6' <br />LU <br />Ln <br />LLM. <br />U, '0 <br />- z .0 <br />4z <br />'5 kNz_�61 <br />0. 5 <br />ju <br />&Or- C14 I -Z 70 <br />UP 'Pj z- <br />UM 01 <br />6 < <br />L <br />To the best of the engineer's knowledge and <br />understanding, the structural plans and <br />specifications comply with the 2007 Florida <br />Building Code, Residential with 2009 revisions <br />signed and sealed for the structural portion of this <br />drawing. <br />fn <br />In <br />0 :3 6 <br />'n <br />ko <br />> r-, cl <br />fn C) <br />> <br />ON <br />Cl) 0 <br />> <br />M <br />L:- r*4 <br />(U <br />z z 4-J <br />Z.21 M <br />LU _3 � <br />_j C) M <br />W Ln CU <br />Ln C3 <br />Ln <br />z <br />z 0 <br />LU L-U LCL, Oz <br />_j Lu Z (A <br />Lu z E <br />U I, R 0 0 <br />ro- 0z >_ z < () <br />ZO (L w <br />Z)- <U X < <br />F- Z Z <br />z 'W <br />:5 DO 62 _j <br />CL U 0 Lo <br />84 D U 0 <br />T_q 8 is WW <br />13� 0 Z <br />CL z <br />LU X <br />a LU <br />'-4 2: <br />r*4 0 <br />kD X:r_4 <br />Ln Z <br />0 <br />LLI ji F- <br />oc he <br />uj a ZO 8 21 <br />U IL_u 7) C-Qj 0 <br />Z W U_ <br />UX': 0 �Z- <br />z cy- 2� = z <br />LLI LU 10 z 0 0 <br />0 < r <br />< <br />6 LU <br />r-4 LLI X n <br />2 9 0z <br />LU -W� 2: 0 <br />D < <!;E 0 a <br />=) rL <br />(Y <br />V) z <br />z <br />_j LU <br />LL <br />0 <br />C) <br />z <br />LU z <br />> <br />z <br />" _j <br />SCALE : <br />AS NOTED <br />PLOT DATE 05/24/2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-0667-0672 <br />SHEET NO. <br />SN 1 <br />SCALE: N.T.S. <br />CONT. #5 <br />BAR <br />#5 CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <br />HTW20 @ EA. CORNER <br />ENGINEERED WOOD TRUSSES <br />TYPICAL HUS INSTALLATION <br />PRE-FAB CHIMNEY CAP <br />FLASHING <br />2"A4" BLOCKING (SEE MANUF. <br />USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) <br />EACH JOINT TYP. <br />EXTERIOR FINISH <br />-PRE-FAB CHIMNEY <br />BLOCKING @ MID POINT <br />Z (n <br />��WHEN CHIMNEY EXCEEDS 6'-0" <br />IN HEIGHT <br />�Z- <br />rr 0 Z=� GALV.METAL /2" SHEATHING OR O.S.B. <br />LU 0. FLASHING-� <br />1: A4" STUDS @ 16' O.C. MAX. <br />0 <br />TYPICAL MTW INSTALLATION <br />LC <br />SE <br />USP <br />MUC <br />5/8"0 <br />THRU <br />BOLT <br />U Iq <br />ML <br />R TRUSS <br />'OP PLATE <br />I.0 <br />TYPICAL USP MUGT1 5 TO <br />BUILT-UP COLUMN DETAIL <br />HTA 20-18 / HTA 20 <br />INSTALLATION @ MID SPAN <br />NOTE: <br />UPLIFT VALUE <br />IS BASED ON <br />S.P.F. <br />USP RT16 USING <br />16-8d x1l 1/2" NAILS <br />UPLIFT = 1030# <br />TYPICAL RT16 INSTALLATION <br />TYPICAL HTA 20-18 / HTA 20 <br />INSTALLATION <br />CRICKET-/ GALV. MTL. FLASHING <br />L r/-TRUSS TOP CHORD <br />'<��USP HTW20 @ EA. CORNER <br />DOUBLE 2"x4" BLOCKING <br />SECTION "A -All w/ 1/2" PLYWOOD FLITCH <br />SCALE: 3/4"=V-0" <br />ATTACH BLOCKING <br />TO TRUSSES W/ USP SLOPE us <br />MP-34 ANGLE TYPICAL V <br />TYPICAL CHIMNEY PLAN <br />SCALE: 3/4"=V-0" <br />FILL CELL--\ � STD. 90* HOOK <br />U) <br />W <br />CONT. #5 STD. 900 <br />HOOK <br />BAR <br />A <br />BOND BEAM STEP <br />CHIMNEYASSEMBLY <br />2"X4- @ 16" O.C. MAX. <br />(2) 2"x4" BLOCKING wl <br />1/2" PLYWOOD FLITCH TYP. <br />BOND BEAM <br />ORR <br />A <br />U_ <br />C M = 0 <br />41 0 CV) <br />E It C� <br />4- E Co') coo <br />LU 0 r, 65 <br />U 2 c <br />0 cX) P E <br />VO 2 00 <br />) <br />co M:s q <br />'0 00 0 <br />C CO <br />0 M <br />0 <br />0) <br />0 :3 0 00 <br />CL Co <br />a) <br />0 <br />LO 0 <br />0 <br />B 7) C <br />8 D. <br />A. <br />94- <br />N <br />CE4" 6' <br />LU <br />Ln <br />LLM. <br />U, '0 <br />- z .0 <br />4z <br />'5 kNz_�61 <br />0. 5 <br />ju <br />&Or- C14 I -Z 70 <br />UP 'Pj z- <br />UM 01 <br />6 < <br />L <br />To the best of the engineer's knowledge and <br />understanding, the structural plans and <br />specifications comply with the 2007 Florida <br />Building Code, Residential with 2009 revisions <br />signed and sealed for the structural portion of this <br />drawing. <br />fn <br />In <br />0 :3 6 <br />'n <br />ko <br />> r-, cl <br />fn C) <br />> <br />ON <br />Cl) 0 <br />> <br />M <br />L:- r*4 <br />(U <br />z z 4-J <br />Z.21 M <br />LU _3 � <br />_j C) M <br />W Ln CU <br />Ln C3 <br />Ln <br />z <br />z 0 <br />LU L-U LCL, Oz <br />_j Lu Z (A <br />Lu z E <br />U I, R 0 0 <br />ro- 0z >_ z < () <br />ZO (L w <br />Z)- <U X < <br />F- Z Z <br />z 'W <br />:5 DO 62 _j <br />CL U 0 Lo <br />84 D U 0 <br />T_q 8 is WW <br />13� 0 Z <br />CL z <br />LU X <br />a LU <br />'-4 2: <br />r*4 0 <br />kD X:r_4 <br />Ln Z <br />0 <br />LLI ji F- <br />oc he <br />uj a ZO 8 21 <br />U IL_u 7) C-Qj 0 <br />Z W U_ <br />UX': 0 �Z- <br />z cy- 2� = z <br />LLI LU 10 z 0 0 <br />0 < r <br />< <br />6 LU <br />r-4 LLI X n <br />2 9 0z <br />LU -W� 2: 0 <br />D < <!;E 0 a <br />=) rL <br />(Y <br />V) z <br />z <br />_j LU <br />LL <br />0 <br />C) <br />z <br />LU z <br />> <br />z <br />" _j <br />SCALE : <br />AS NOTED <br />PLOT DATE 05/24/2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-0667-0672 <br />SHEET NO. <br />SN 1 <br />SCALE: N.T.S. <br />CONT. #5 <br />BAR <br />#5 CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <br />HTW20 @ EA. CORNER <br />ENGINEERED WOOD TRUSSES <br />TYPICAL HUS INSTALLATION <br />'<��USP HTW20 @ EA. CORNER <br />DOUBLE 2"x4" BLOCKING <br />SECTION "A -All w/ 1/2" PLYWOOD FLITCH <br />SCALE: 3/4"=V-0" <br />ATTACH BLOCKING <br />TO TRUSSES W/ USP SLOPE us <br />MP-34 ANGLE TYPICAL V <br />TYPICAL CHIMNEY PLAN <br />SCALE: 3/4"=V-0" <br />FILL CELL--\ � STD. 90* HOOK <br />U) <br />W <br />CONT. #5 STD. 900 <br />HOOK <br />BAR <br />A <br />BOND BEAM STEP <br />CHIMNEYASSEMBLY <br />2"X4- @ 16" O.C. MAX. <br />(2) 2"x4" BLOCKING wl <br />1/2" PLYWOOD FLITCH TYP. <br />BOND BEAM <br />ORR <br />A <br />U_ <br />C M = 0 <br />41 0 CV) <br />E It C� <br />4- E Co') coo <br />LU 0 r, 65 <br />U 2 c <br />0 cX) P E <br />VO 2 00 <br />) <br />co M:s q <br />'0 00 0 <br />C CO <br />0 M <br />0 <br />0) <br />0 :3 0 00 <br />CL Co <br />a) <br />0 <br />LO 0 <br />0 <br />B 7) C <br />8 D. <br />A. <br />94- <br />N <br />CE4" 6' <br />LU <br />Ln <br />LLM. <br />U, '0 <br />- z .0 <br />4z <br />'5 kNz_�61 <br />0. 5 <br />ju <br />&Or- C14 I -Z 70 <br />UP 'Pj z- <br />UM 01 <br />6 < <br />L <br />To the best of the engineer's knowledge and <br />understanding, the structural plans and <br />specifications comply with the 2007 Florida <br />Building Code, Residential with 2009 revisions <br />signed and sealed for the structural portion of this <br />drawing. <br />fn <br />In <br />0 :3 6 <br />'n <br />ko <br />> r-, cl <br />fn C) <br />> <br />ON <br />Cl) 0 <br />> <br />M <br />L:- r*4 <br />(U <br />z z 4-J <br />Z.21 M <br />LU _3 � <br />_j C) M <br />W Ln CU <br />Ln C3 <br />Ln <br />z <br />z 0 <br />LU L-U LCL, Oz <br />_j Lu Z (A <br />Lu z E <br />U I, R 0 0 <br />ro- 0z >_ z < () <br />ZO (L w <br />Z)- <U X < <br />F- Z Z <br />z 'W <br />:5 DO 62 _j <br />CL U 0 Lo <br />84 D U 0 <br />T_q 8 is WW <br />13� 0 Z <br />CL z <br />LU X <br />a LU <br />'-4 2: <br />r*4 0 <br />kD X:r_4 <br />Ln Z <br />0 <br />LLI ji F- <br />oc he <br />uj a ZO 8 21 <br />U IL_u 7) C-Qj 0 <br />Z W U_ <br />UX': 0 �Z- <br />z cy- 2� = z <br />LLI LU 10 z 0 0 <br />0 < r <br />< <br />6 LU <br />r-4 LLI X n <br />2 9 0z <br />LU -W� 2: 0 <br />D < <!;E 0 a <br />=) rL <br />(Y <br />V) z <br />z <br />_j LU <br />LL <br />0 <br />C) <br />z <br />LU z <br />> <br />z <br />" _j <br />SCALE : <br />AS NOTED <br />PLOT DATE 05/24/2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-0667-0672 <br />SHEET NO. <br />SN 1 <br />SCALE: N.T.S. <br />CONT. #5 <br />BAR <br />#5 CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <br />HTW20 @ EA. CORNER <br />ENGINEERED WOOD TRUSSES <br />TYPICAL HUS INSTALLATION <br />