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CONVENTIONAL FRAMING SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS- 2' X 4' 6 16' D.C. 1'-5' (2) 16d TOENAILS 2' X 6' is 16' O.C. 10'-8' (2) 16d TOENAILS 2' X 8' e 16" O.C. 13'-9' (3) 16d TOENAILS 2' X 10' A 16' O.C. 16'-5' (1) USP HTLU20 OR (3) 16d TOENAILS 2' X 12' 6 16' O.G. 19'-3' (1) USP HTLU20 OR (4) 16d TOENAILS 2' X 4' 9 24' O.G. 6'-1' (2) 16d TOENAILS 2' X 6' 6 24' O.G. 8'-6' (2) 16d TOENAILS 2' X 6' e 24' O.C. 11'-0. (2) 16d TOENAILS 2' X 10' e 24' O.C. 13'-0' (3) 16d TOENAILS 2' X 12' e 24' O.C. 15'-4' (1) USP HTLU20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TD RIDGEBEAM). FSOUTHERN YELLOW PINE, 55 PSF LOADING COMPONENT & CLADDING DESIGN PRESSURE (120mph, enclosed, 3 sec. gust, 2.1/12 to 6.9/12 pitch, Exposure C, Height = 30 feet, Importance Factor = 1.0) TRIBUTARY AREA (ft2) ROOF WALL ZONE 1 ZONE 2& 3 ZONE 4 ZONE 5 10 20.9 -33.2 20.9 -70.1 36.3 -39.3 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 34.6 -37.7 34.6 -45.4 50 16.7 -31.1 16.7 -55.0 32.5 -35.6 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 30.8 -33 9 30.8 -37.7 125 14.7 -30.1 14.7 -48.6 30.8 -33.9 30.8 -37.7 Notes. 1 For effective areas or w Ind speeds betw een those given above the load may be interpolated, otherwise use the load associated w dh 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 ROOF DIAPHRAGM NAILING SGHEDULE RID6E LINE 15/32" COX PLYWOOD OR 7/I6" 05D (FOR Q kD 5HINGLE) IC1/32" GDX PLYWOOD OR 5/8" 05B (FOR TILE) IPCE LINE 120 MPH 3 SECOND OUST EXPOSURE "G" WIND ZONE 120 MPH 3 SECOND OUST EXPOSURE "G" WIND ZONE (FOR 5HINOLE) (FOR 5HINOLE) + + + Sd RIN6 SHANK NAILS @ 6" O.G. 4 8d RING SHANK NAILS @ 6" O.G. EDOE5 8 + + 4" O.G. ® 6ABLE END HALL OR GABLE TRU55 8d RING SHANK NAILS @ 6" O.G. INTERMEDIATE 0.115 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RIN6 DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINC75 PER INCH I6 TO 20 RIN65 PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH (FOR TILE) (FOR TILE) IOd RIN6 SHANK NAILS @ 6" OG 4 4" OG @ 6ABLE END IOd RIN6 SHANK NAILS @ b" OG ED&E5 4 HALL OR 6ABLE TRU55 IOd RING SHANK NAILS @ 6" OG INTERMEDIATE 0.120 INCH NOMINAL SHANK DIAMETER (MIN.) 0.120 INCH NOMINAL SHANK DIAMETER (MIN.) RIN6 DIAMETER OF 0.012 OVER SHANK DIAMETER (MIN) RIN6 DIAMETER OF 0.012 OVER SHANK DIAMETER (MIN) I6 TO 20 RIN65 PER INCH (MIN) 16 TO 20 RINGS PER INCH (MIN) 0.250 INCH FULL ROUND HEAD DIAMETER (MIN) 0.280 INCH FULL ROUND HEAD DIAMETER (MIN) 3 INCH NAIL LENGTH 3 INGH NAIL LENGTH NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHIN6 5PEGIFIGATION5 AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OGGUR OVER FRAMING MEMBER. 3) SGHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUOLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, GONTRAGTOR MUST GONTAGT DANSGO ENOINEERINO, LLG FOR ALTERNATE FOR NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-D" (TYP.) + + + + + + + + + +++ +++ + + + + + + + + + + + + \++ + + + + + + + + + + + + + UPLIFT CONNECTION CRO55-REFERENCE o° ' MAINTAIN BOTTOM OF WEEP SCREED CEMENT PLASTER 1 112' TO 2' ABOVE IN ACCORDANCE ROOF SHEATHING WITH ASTMC926 OVER WOOD 2ND FLOOR U5P STRUCTURAL CONNECTORS 51MP50N 5TRONG-TIE CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS MASONRY APPLICATIONS MA50NRY APPLICATIONS HTA16 1500 590 13-10d x 1 1/2' METAI6 1450 335 1-10d x 1 1/2' HTA20 1500 590 13-10d x 1 1/2' META20 1450 335 1-10d x 1 112' HTTI6 QW, -- I6-16d HTT16 3955, -- 18-16d x 2 1/2' HTT22 53104 -- 32-16d HTT22 4165s -- 32-10d LUGT2 1850 __ 16-10d 4 5-1/4'x3' lUed a bolts LGT2 2150 __ 16-16d Sincere 4 1- 1/4'x2 1/4' Titen L5TI9 1390, -- 8-10d L719 1350, -- 8-16d Sinkers LTT131 2650, -- 18-10d x 1 1/2' LTT131 2310- -- 18-10d x 1 1/2" FRAME APPLICATIONS FRAME APPLICATIONS RTi 585 110 10-8d x 1 1/2' W25 415 150 10-8d x 1 1/2' RTI6 1030 645 16-8d x 1 1/2' HIO 995 286 16-8d x 1 1/2' RTI6-2 1030 390 16-8d x 1 1/2' H10-2 160 395 12-I0d 5PT22 115 260 8-10d SPl 5e6 -- 10-10d 6PT24 1015 260 12-10d SP2 10(65 -- 12-10d SPT4 W5 -- 6-10d x 1 1/2' SP4 WE5 -- 6-10d x 1 1/2' 5PTH4 1130 -- 12-10d x 1 1/2' 5PN4 1360 -- 12-10d x 1 1/2' MUGT15 3%5 -- 22-10d MT 3%5 -- 22-10d LUGT2 2260 -- 32-10d LGT2 2050 -- 30-Ibd Sinkers HTW O 1530 95 20-10d PT520 1450 -- 20-106 MSTAIS 1215 -- 14-10d L6TAI8 1165 -- 14-10d M5TA24 1305 -- 18-10d L6TA24 1235 -- I5-10d M5TA30 1635 -- 22-10d L5TA30 1640 -- 22-I0d 115TA36 1635 -- 22-10d L5TA36 1640 -- 24-10d HUNG APPLICATIONS HUNG APPLICATIONS HU526 1925 -- 20-Ibd HU626 1550 -- 20-16d TWDH26-2 2605 -- 30-16d HGUS26-2 2325 -- 28-16d WUS26 2510 -- 30-Ibd HU528 2000 -- 30-16d THDH210-2 3910 -- 58-16d HGUS28-2 3220 -- 48-16d CAPACITY 15 BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU NOTES 1) CONNECTOR CAPACITIES ARE FOR SYR REFER TO MANUFACTURERS FOR ADDITIONAL INFORMATION 2) DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHIGH COULD FORCE THE PLATE OFF THE TRU55. "J" BOLTS REPLACEMENT CHART THE FOLLOWING 'J' BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS, THE REVERSE 16 NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY. NOTE: EXPANSION BOLTS NOT RECOMMENDED a CONC. STEP 'J' BOLTS EXPANSION BOLTS %10 x 6" %",P x 6" MIN. 5/6"0 x 10" %"4, x 10' MIN, MIN. EMBEDMENT SGHEDULE FOR E AND QUANTITY OF FASTENERS TYPICAL +ETA 20-18 / IOTA 20 INSTALLATION NOTE THAT THE T1'VEK AND METAL LATH MUST CEO OVER THE TOP OF THE WEEP SCREED z(VzzX.17 CEMENT PLASTER OVER BLOCK IST FLOOR - YB' CEMENT PLASTER IN ACCORDANCE WITH AsrMc926 FELT BACKED METAL LATHE IN ACCORDANCE WITH ASTMG1063af�f TY VEK SHEATHING METAL 2FLA-044IWx \ 314' UNPERFORATED FLANGE Ye' WEEP SCREED CEMENT PLASTER FINISH WLCUM � CAUK BOTTOM JOINT ONLY ALL INSIDE AND OUTSIDE COIRTER WLL NEED TO BE MITER CUT. ALL JOINTS, NEED TO BE CAULKED U51NG VULGUPICAULK J4 ' CEMENT PLASTER FINISH PERFORATED FLANGE YL' WEEP SLAB SCREED INSTALL BOTTOM EDGE OF WEEP SCREED I' BELOW JJE=r 5CIREEED EiAlL T1'PIGAL MTU) INSTALLATION KEEP TOP EDGE OF WEEP SCREED 2' ABOVE TOP OF BLOCK BLOCK FINISH TYPICAL PU5 INFALL,4TION A 5N B 5NI \1 (OPT.) LC 5E USP MUC- THRU BOLT U5 MU R TRUSS TOP PLATE U.G TYPICAL USP 1"IUGT15 TO PUILT-UP COLUMN DETAIL H TA 20- IS / +-ETA 20 INSTALLATION Q MID SPAN NOTE: JPLIFT VALUE 15 BASED ON S.P.F. JSP RTI6 USING 16-8d xl I/2" NAILS JPLIFT = 1030# TYPICAL RTI(o INSTALLATION -FAB CHIMNEY CAP EId S 2110" BLOCKING (SEE MANUF. LISP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. XTERIOR FINISH RE-FAB CHIMNEY }' z Q z Q r � LOCKING @MID POINT _ ~ SECTION RA-,4" `-USP HTW20 @ EA. CORNER DOUBLE 2"x4" BLOCKING w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=1'-0" ATTACH BLOCKING -/ TO TRUSSES w/ USP SLOPE SP HTW20 @ EA. CORNER MP-34 ANGLE TYPICAL -i► /CRICKET T*VPIGAL CN11"fNE�►' PLAN SCALE: 3/4'=1 -0 N E-ENGINEERED WOOD TRUSSES RE-FAB CHIMNEY ASSEMBLY @ 16" O.C. MAX. 2"x4" BLOCKING w/ 2' , PLYWOOD FLITCH TYP. STD. QO° BOND BEAM FILL CELL HOOK STD. QO° WIC GONT. #5 BAR #5 GONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND 5EAi-1 5TEEP' SCALE: N.T.S. I T 1` I C,,4 L +'-t 11'-' t-1�,� I'I I NCB 1,) C I ,4 I L Ln SCALD: N.T.S. LV7 z rn 00 GO n 10 N DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 f. 813.645.9698 www.danscoengineering.com o O