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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 />7-5" <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'-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 />164" <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 />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 CAPACITY <br />I FASTENERS <br />CONNECTOR <br />UPLIFT CAPACITY <br />I LATERAL <br />I CAPACITY <br />FASTENERS <br />(S.Y.P. #2) 1 (S.P.F.) <br />(S.Y.P. #2) 1 (S.P.F.) <br />MASONRY APPLICATIONS <br />MASONRY APPLICATIONS <br />HTA 16 <br />1615 <br />1585 <br />590 <br />10-1 Od x 1 1/2" <br />M ETA 16 <br />1450 <br />1247 <br />335 <br />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 />-- <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 />16-1 Od & 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 />8-1 Od & (1) 3/4" A.B. <br />LTT19 <br />1350* <br />1305* <br />8-16d Sinkers & (1) <br />3/4" ATR <br />LTTI31 <br />2825* <br />2429* <br />_ <br />18-1Od 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 />12-1 Od <br />S PT22 <br />725 <br />623 <br />260 <br />8-1 Cd <br />S P 1 <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 />S PTH4 <br />2150 <br />1849 <br />-- <br />12-1 Od x 1 1/2" <br />S P H4 <br />1360 <br />1170 <br />-- <br />12-1 Od x 1 1/2" <br />MUGT15 <br />4265 <br />3335 <br />-- <br />2-1Od & (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 />20-1 Cd <br />HTS20 <br />1450 <br />1245 <br />-- <br />20-1 Od <br />LSTA18 <br />1235 <br />1110 <br />-- <br />14-10d <br />LSTA18 <br />1235 <br />1165 <br />-- <br />14-1Od <br />LSTA24 <br />1235 <br />1235 <br />- <br />16-1 Od <br />LSTA24 <br />1235 <br />1235 <br />-- <br />18-1Od <br />LSTA30 <br />1640 <br />1640 <br />- <br />22-10d <br />LSTA30 <br />1640 <br />1640 <br />-- <br />22-1Cd <br />LSTA36 <br />1640 <br />1640 <br />-- <br />22-10d <br />I LSTA-36-1 <br />1640 <br />1640 <br />-- <br />24-1 Od <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 />ROOF DIAPHRAGM NAILING SCHEDULE <br />RIDGE LINE, <br />15/32" CDX <br />m¢ <br />PLYWOOD OR <br />7/16" OSB <br />RIDGE LINE <br />120 MPH <br />SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH SECOND GUST EXPOSURE "C" <br />WIND 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 />a <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 />TYPICAL HTA 20-18 /HTA 20 <br />INSTALLATION <br />T + <br />_ <br />+ <br />VIIN. 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 />UE <br />MIL <br />R TRUSS <br />'OP PLATE <br />I.0 <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 />LL <br />TYPICAL RT16 INSTALLATION <br />(D <br />A45 <br />C <br />tLn <br />h <br />cko <br />LO <br />ul <br />ne <br />e <br />LLLD <br />CLL <br />' <br />LSN 1 <br />L <br />TYPICAL HUS INSTALLATION <br />E-FAB CHIMNEY CAP <br />2"x4" BLOCKING (SEE MANUF. <br />USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) <br />EACH JOINT TYP. <br />EXTERIOR FINISH <br />PRE-FAB CHIMNEY <br />} Z <br />BLOCKING @MID POINT <br />Q M � <br />WHEN CHIMNEY EXCEEDS 6'-0" <br />z¢ � o <br />�Q <br />IN HEIGHT <br />~ z � <br />moo GALV. METAL <br />1/2" SHEATHING OR O.S.B. <br />w a o FLASHING <br />o¢ <br />2"x4"STUDS @ 16" O.C. MAX. <br />GALV. MTL. FLASHING <br />CRICKET <br />r_TRUSS TOP CHORD <br />`�\ USP HTW20 @ EA. CORNER <br />\DOUBLE 2"x4" BLOCKING <br />SECTION "A -A" w/ 1/2" PLYWOOD FLITCH <br />SCALE: 3/4"=1'-0" <br />r <br />ATTACH BLOCKING <br />TO TRUSSES w/USP USI <br />SLOPE <br />MP-34 ANGLE TYPICAL �Cn <br />TYPICAL CHIMNEY PLAN <br />SCALE: 3/4"=1'-0" <br />FILL CELL STD, 900 HOOK <br />STD. 90° <br />CONT. #5 i - <br />HOOK <br />BAR -� <br />i <br />HTW20 @ EA. CORNER <br />ENGINEERED WOOD TRUSSES <br />CHIMNEY ASSEMBLY <br />2"X4" @ 16" O.C. MAX. <br />(2) 2"x4" BLOCKING w/ <br />1/2" PLYWOOD FLITCH TYP. <br />BOND BEAM <br />BOND BEAM STEP <br />SCALE: N.T.S. <br />- CONT. #5 <br />BAR <br />#5 CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <br />O <br />� <br />i <br />N <br />O�3 <br />N <br />� <br />� •cC <br />M <br />Q) � <br />M O <br />� � <br />� <br />On0�0 <br />O <br />ono 0 <br />1` <br />0� N O <br />Y0_o� <br />U <br />o °a DODO <br />�Qn <br />rn � <br />0 <br />N C B D C <br />P <br />B <br />D®X <br />; Li TI r I L -Ti <br />