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RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS' 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. V-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) USP HTW20 OR (3) 16d TOENAILS OENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). r.*,.T SOUTHERN YELLOW PINE, 55 PSF LOADING COMPONENT & CLADDING DESIGN PRESSURE (120 mph, enclosed, 3 sec. gust,11/12 to 6.9.12 pitch, Exposure C, Height=30feet, Importance Factor=1.0) ROOF WALL TRIBUTARY AREA (ft) ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 10 20.9 -33.2 20.9 -70.1 20.9 -70.1 36.3 -39.3 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 19.0 -63.6 34.6 -37.7 34.6 -54.4 50 16.7 -31.1 16.7 -55.0 16.7 -55.0 32.5 -35.6 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 -33.9 30.8 -37.7 125 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 -33.9 30.8 -37.7 NOTES:1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) OF THE FLORIDA RESIDENTIAL CODE 2007 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE UPLIFT CAPACrrY LATERAL UPLIFT CAPACITY LATERAL CONNECTOR S Y.P. #2 S P F) CAPACITY FASTENERS CONNECTOR (S.Y.P. #2 S P F CAPACrrY FASTENERS MASONRY APPLICATIONS MASONRY APPLICATIONS HTA 16 1615 1585 590 10-10d x 1 1/2" META 16 1450 1247 335 7-10d x 1 1/2" HTA20 1615 1585 590 10-10d x 1 1/2" META20 1450 1247 335 7-10d x 1 1/2" HT F16 4290* 3689* - 18-16d & (1) 5/8" A.B. HTT16 4175* 3695* -- 18-16d & (1) 5/8" ATR HTF22 5370* 4618* - 32-16d & (1) 5/8" A. B. HTT22 5260* 5250* __ 32-16d Sinkers & (1) 5/8" ATR LUGT2 1850 1850 - 16-1Od & 5-1/4"x3" LGT2 2150 1850 _ 16-16d Sinkers & 7- Wedge bolts 1/4"x2 1/4" Titen 8-16d Sinkers & (1) LTS 19 1390* 1195* - 8-10d & (1) 3/4" A.B. LTT19 1350* 1305* - 3/4" ATR LTTI31 2825* 2429* - 18-10d x 1 1/2" & (1) LTTI31 2310* 2310* _ 18-10d x 1 1/2" & (1) 5/8" A.B. 5/8" ATR FRAME APPLICATIONS FRAME APPLICATIONS RT7 585 585 170 10-8d x 1 1/2" H2.5 415 365 150 10-8d x 1 1/2" RT16 1030 1030 645 16-8d x 1 1/2" H 10 990 850 525 16-8d x 1 1/2" RT16-2 1160 975 410 16-8d x 1 1/2" H10-2 760 655 395 12-10d S PT22 725 623 260 8-10d S P 1 585 535 - 10-10d SPT24 1085 933 260 12-1Od SP2 1065 605 -- 12-10d SPT4 1075 924 - 6-10d x 1 1/2" SP4 885 760 -- 6-1Od x 1 1/2" S PTH4 2150 1849 - 12-10d x 1 1/2" S P H4 1360 1170 -- 12-10d x 1 1/2" MUGT15 4265 3335 - 2-10d & (1) 5/8" ATR MGT 3965 3330 -- 2-10d & (1) 5/8" AT LUGT2 2260 1956 440 32-10d LGT2 2050 1785 - 30-16d Sinkers HTW20 1530 1325 95 20-10d HTS20 1450 1245 -- 20-10d LSTA18 1235 1110 - 14-1Od LSTA18 1235 1165 - 14-10d LSTA24 1235 1235 - 16-1Od LSTA24 1235 1235 -- 18-10d LSTA30 1640 1640 - 22-10d LSTA30 1640 1640 - 22-10d LSTA36 1640 1640 - 22-10d LSTA36 1640 1640 -- 24-10d HUNG APPLICATIONS HUNG APPLICATIONS HUS26 1925 1655 - 20-16d HUS26 1550 1550 - 20-16d THDH26-2 2235 1935 - 28-16d HGUS26-2 2325 1995 -- 28-16d HUS28 2570 2210 - 30-16d HUS28 2000 2000 - 30-16d THDH210-2 3490 3020 - 58-16d HGUS28-2 3220 2705 - 48-16d * CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU NOTE: DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. TYPICAL HTA 20-18 /HTA 20 INSTALLATION - ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0-1 LLI m 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 120 MPH SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + t + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: " FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. TYPICAL HTA 20-18 /HTA 20 INSTALLATION - ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0-1 LLI m 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 120 MPH SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + t + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: " FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. } MIN. EMBEDMENT SCHEDULE FOR =AND QUANTITY )F FASTENERS TYPICAL MTW INSTALLATION LC SE USP MUGT15 TYP. �GIRDERTRUSS 2X TOP PLATE 5/8"0 THRU BOLT 2 X B.U.0 MUGT15 TYP. TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL HUS INSTALLATION CHIMNEY CAP 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. EXTERIOR FINISH �-PRE-FAB CHIMNEY } z BLOCKING @MID POINT CRICKET MIL. FLASHING TRUSS TOP CHORD \\ CUSP HTW20 @ EA. CORNER DOUBLE 2"x4" BLOCKING SECTION "A -All w/ 1/2" PLYWOOD FLITCH SCALE: 3!4"=1'-0" ATTACH BLOCKING � TO TRUSSES wi USP SLOPE MP-34 ANGLE TYPICAL � HTW20 @ EA. CORNER WOOD TRUSSES CHIMNEY ASSEMBLY 0 4 " @ 16" O.C. MAX. 2"x4" BLOCKING w/ "PLYWOOD FLITCH TYP. TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0" FILL CELLS � STD. 900 HOOK � BOND BEAM rn Lj 0 CV) w -- a STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. - FROM FOUNDATION �� -- - TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. En z z 0 Z.2) LLU SN 1 L N O C rn I� 'N vi C F N � 4) EMa°o ra o � o O � ono 0 C d% M LL CO N CV) � ' � O.T. N ��o U'a�o 65Qn rn 0 A 0 NCBDC � o0 W �/fl 1i111t11� O U To the best of the engineer's knowledge and understanding, the structural plans and spec fications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. >T O N M Z +�-+ el i � � O j n O Q � ft'h 0 Q v O � � ALL^ �N i n 2�2 W J C W _j o ca LA N � U a Z � W W °u_` o J wmaW�� Z a O C:) p z r M zQQ°aQ r-1 w~z C:Ln )O z o k a w 1 aa�a`2p� 0�03W0 N N UO�0 T� w = W l� O lD rl rLnl J J Q wcQQ03 DVS YV O p OC U W 2 J Ce �cnms Q ooWw za�Q?Z z ��8zo° O �aJQv� g�o�oa W Q ��-�oa /1 � >>Qoo Ln dX Z LL N 1 J°W< JaYw Z Q � LL > � g �Z-1 � a SCALE AS NOTED PLOT DATE : 08 / 17 / 2011 VERSION N0. 1000 JOB N0: 11-1198-1203 SHEET N0. N O C rn I� 'N vi C F N � 4) EMa°o ra o � o O � ono 0 C d% M LL CO N CV) � ' � O.T. N ��o U'a�o 65Qn rn 0 A 0 NCBDC � o0 W �/fl 1i111t11� O U To the best of the engineer's knowledge and understanding, the structural plans and spec fications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. >T O N M Z +�-+ el i � � O j n O Q � ft'h 0 Q v O � � ALL^ �N i n 2�2 W J C W _j o ca LA N � U a Z � W W °u_` o J wmaW�� Z a O C:) p z r M zQQ°aQ r-1 w~z C:Ln )O z o k a w 1 aa�a`2p� 0�03W0 N N UO�0 T� w = W l� O lD rl rLnl J J Q wcQQ03 DVS YV O p OC U W 2 J Ce �cnms Q ooWw za�Q?Z z ��8zo° O �aJQv� g�o�oa W Q ��-�oa /1 � >>Qoo Ln dX Z LL N 1 J°W< JaYw Z Q � LL > � g �Z-1 � a SCALE AS NOTED PLOT DATE : 08 / 17 / 2011 VERSION N0. 1000 JOB N0: 11-1198-1203 SHEET N0.