Laserfiche WebLink
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'-1" <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'-011 <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=30feet, 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 />14.7 <br />-30.1 <br />14.7 <br />-48.6 <br />r 14.7 <br />-48.6 <br />30.8 <br />-33.9 <br />30.8 <br />-37.7 <br />NOTES: 1 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 />CONNECTOR <br />UPLIFT CAPACITY <br />I LATERAL <br />I CAPACFFY <br />FASTENERS <br />I <br />CONNECTOR <br />UPLIFT CAPACFTY <br />I LATERAL <br />I CAPACITY <br />FASTENERS <br />(S.Y.P. #2) 1 (S.P.F.) <br />I (S.Y.P. #2) 1 (S.P.F.) <br />MASONRY APPLICATIONS <br />MASONRY APPLICATIONS <br />HTA 16 <br />1615 <br />1585 <br />590 <br />10-10d x 1 1/2" <br />M ETA 16 <br />1450 <br />1247 <br />335 <br />7-10d x 1 1/2" <br />HTA20 <br />1615 <br />1585 <br />590 <br />10-10d x 1 1/2" <br />META20 <br />1450 <br />1247 <br />335 <br />7-10d 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 />-- <br />18-16d & (1) 5/8" AT <br />HTT22 <br />5370* <br />4618* <br />- <br />32-16d & (1) 5/8" A.B. <br />HTT22 <br />5260* <br />5250* <br />__ <br />32-16d Sinkers & (1) <br />5/8" 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 />__ <br />16-16d Sinkers & 7- <br />1/4"x2 1/4" Titen <br />LTS19 <br />1390* <br />1195* <br />- <br />8-10d & (1) 3/4" A. B. <br />LTT19 <br />1350* <br />1305* <br />_ <br />8-16d Sinkers & (1) <br />3/4" ATR <br />LTT131 <br />2825* <br />2429* <br />- <br />18-10d x 1 1/2" & (1) <br />5/8" A.B. <br />LTTI31 <br />2310* <br />2310* <br />__ <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 />H 10 <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 />12-10d <br />S PT22 <br />725 <br />623 <br />260 <br />8-10d <br />S P 1 <br />585 <br />535 <br />-- <br />10-10d <br />SPT24 <br />1085 <br />933 <br />1 260 <br />12-10d <br />SP2 <br />1065 <br />605 <br />-- <br />12-10d <br />SPT4 <br />1075 <br />924 <br />- <br />6-10d x 1 1/2" <br />SP4 <br />885 <br />760 <br />-- <br />6-10d x 1 1/2" <br />S PTH4 <br />2150 <br />1849 <br />-- <br />12-10d x 1 1/2" <br />S P H4 <br />1360 <br />1170 <br />-- <br />12-10d x 1 1/2" <br />MUGT15 <br />4265 <br />3335 <br />- <br />22-1Od & (1) 5/8" ATR <br />MGT <br />3965 <br />3330 <br />-- <br />2-10d & (1) 5/8" AT <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 />20-1Od <br />LSTA18 <br />1235 <br />1110 <br />- <br />14-10d <br />LSTA18 <br />1235 <br />1165 <br />-- <br />14-10d <br />LSTA24 <br />1235 <br />1235 <br />-- <br />16-10d <br />LSTA24 <br />1235 <br />1235 <br />-- <br />18-10d <br />LSTA30 <br />1640 <br />1640 <br />- <br />22-10d <br />LSTA30 <br />1640 <br />1640 <br />-- <br />22-10d <br />LSTA36 <br />1640 <br />1640 <br />- <br />22-10d <br />LSTA36 <br />1640 <br />1640 <br />- <br />24-10d <br />HUNG APPLICATIONS <br />HUNG 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 />TYPICAL HTA 20-18 / HTA 20 <br />INSTALLATION <br />t3' <br />W <br />J <br />Q <br />C7 <br />ROOF DIAPHRAGM NAILING SCHEDULE <br />RIDGE LINE <br />- + + <br />- <br />- - - - c <br />- - <br />+ + <br />- + + + ' <br />+ + - + + <br />+ <br />+ + <br />'-0" (TYP.) <br />+ <br />+ <br />6'-0" <br />- <br />- <br />6'-0" <br />- <br />+ <br />Y <br />ii <br />+ - q <br />r <br />+ <br />- - <br />T <br />+ <br />+ <br />Or, <br />`RIDGE LINE <br />120 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 1 120 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE <br />15/32" CDX <br />PLYWOOD OR <br />7/16" OSB <br />VV fl11YV JI IMIMM IYf11LJ `W V V.la. L✓VLJ a <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 0.113x 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 />SCHEDULE FOR <br />AND QUANTITY <br />)F FASTENERS <br />TYPICAL MTW INSTALLATION <br />LC <br />SE <br />USP <br />MUC <br />5/8"0 <br />THRU <br />BOLT <br />US <br />ML <br />R TRUSS <br />'OP PLATE <br />le <br />TYPICAL USP MUGT15 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 x1 1/2" NAILS <br />UPLIFT = 1030# <br />TYPICAL RT16 INSTALLATION <br />TYPICAL HUS INSTALLATION <br />PRE-FAB CHIMNEY CAP <br />FLASHING <br />2'W" BLOCKING (SEE MANUF. <br />USP SPT24 AT <br />SPECS. FOR MINIMUM DISTANCE) <br />EACH JOINT TYP. <br />EXTERIOR FINISH <br />PRE-FAB CHIMNEY <br />r Z <br />BLOCKING @ MID POINT <br />Z = cn <br />WHEN CHIMNEY EXCEEDS 6'-0" <br />zQ o <br />IN HEIGHT <br />Q <br />~ z b <br />moo <br />GALV. METAL <br />1/2" SHEATHING OR O.S.B. <br />W a o <br />2 <br />FLASHING <br />Q <br />ZW" STUDS @ 16" O.C. MAX. <br />o3 <br />cli <br />Ca <br />\ / <br />rGALV. MTL. FLASHING <br />CRICKET <br />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 <br />TO TRUS <br />MP-34 AN <br />TYPICAL CHIMNEY PLAN <br />120 @ EA. CORNER <br />'INEERED WOOD TRUSSES <br />CHIMNEYASSEMBLY <br />16" O.C. MAX. <br />3LOCKING w/ <br />VOOD FLITCH TYP. <br />SCALE: 3/4"=V-0" <br />FILL CELL STD. 90* HOOK BOND BEAM <br />rn <br />W <br />STD. 90* <br />CONT. #5 HOOK <br />BAR <br />LL <br />BOND EAM E <br />SCALE: N.T.S. <br />CONT. #5 <br />BAR <br />#5 CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <br />93 <br />62 <br />U) <br />L <br />.N <br />N <br />u0 <br />� <br />V C <br />N <br />I- I <br />QJ N <br />r_II <br />CV)° <br />0 N <br />U N0 <br />O ( <br />co <br />O 0 0 <br />mid <br />4) <br />^U`` <br />C.O W <br />C: <br />C:LLMN <br />C: <br />>_ Cl) Y <br />i <br />Y N O <br />- N <br />U <br />3ao0 <br />o a00 <br />Ri <br />�Qr; <br />rn �- <br />0 <br />A <br />B <br />D. <br />N C B D C <br />` <br />G <br />XP <br />A. <br />th_ <br />a Q <br />w <br />w <br />Oco <br />OF <br />-� <br />pppD a• <br />-(� <br />I V�se u'����� <br />®'vAL <br />Q``S <br />fill am04 <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 />O <br />'- M <br />N <br />M <br />Z M <br />1 -4 O <br />ko <br />H <br />M CD <br />�-- ff6 LL N <br />Ce ;z� <br />L <br />\/ <br />z a--► <br />z.0M <br />Jo <br />W <br />M <br />Ln (1) <br />Ln U <br />Q <br />Z <br />LL1 <br />W o <br />J <br />LL <br />Ly Lu mzz-4 <br />V <br />Z r Z a U <br />r-I <br />zQQUQQ <br />=� W <br />r-I <br />C) <br />-z <br />o� g V J <br />O Lo <br />�--I <br />U=°?WN <br />W z ° <br />O <br />w <br />LU <br />� <br />N <br />O <br />lO <br />Lqz <br />0 j <br />W Q <br />Q Z U <br />o°° <br />UIm <br />°0ZWo <br />Z°3~= <br />"oZz <br />tOW_j <br />F- g LU <br />rl� <br />�o>�~oa <br />w7--I <br />W W° rL Z Q <br /><?Q0o <br />p <br />U.) X zz <br />LL <br />0 <br />rl <br />I <br />J 2 W CL W <br />¢a�� <br />> <br />~ <br />Z <br />z <br />0 <br />a <br />SCALE <br />AS NOTED <br />PLOT DATE: 09 / 10 / 2011 <br />VERSION NO. <br />1001 <br />JOB NO: 11-1260-1263 <br />SHEET NO. <br />SN 1 <br />-fir ms -, 1 +---T---- T- _T -1 __T__l I <br />