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CONVENTIONAL FRAMING SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTP MEMBER CONNECTIONS, 2' X 4' ,@ 16' O.G. 1'-5' (2) 16d TOENAILS 2' X 6' m 16' O.G. 10'-81 (2) 16d TOENAILS 2' X 8' a 16' O.C. 13'-9' (3) 16d TOENAILS 2' X 10, A 16' O.C. 16'-5' (U USP PTW20 OR (3) 16d TOENAILS 2' X 12' Q 16' O.G. 19'-3' (1) USP PTW20 OR (4) I6d TOENAILS 2' X 4' 6 24' O.C. 6-1. (2) 16d TOENAILS 2' X 6' tv 24' O.G. 8'-6' (2) Ibd TOENAILS 2' X 5' 9 24' O.G. 11'-0' (2) 16d TOENAILS 2' X 10' 10 24' O.G. 13'-0' (3) 16d TOENAILS 2' X 12' is 24' O.G. 15'-4' (1) U5P WT11120 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SPEAR ONLY (Le. RAFTER TO RIDGEBEAM). ;• SOUTPERN YELLOW PINE, 55 P6F LOADING COMPONENT & CLADDING DESIGN PRESSURE (119.9mph, enclosed, 3 sec. gust, 2.1/12 to 6.9/12 pitch, Exposure C, Height = 30 feet, Importance Factor = 1.0) TRIBUTARY AREA (ft---) ROOF WALL ZONE ZONE 2&3 ZONE ZONE5 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 -31.1 163 -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 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 2004 3 Plus and minus signs signify pressures acting toward and away fromthe building surfaces UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE CONNECTOR UPLIFT CAPACITY I LATERAL CAPACITY FASTENERS CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS (S.Y.P. #2) I (S.P.F.) (S.Y.R #2) 1 (S.P.F.) MASONRY APPLICATIONS MASONRY APPLICATIONS HTA 16 1615 1585 590 10-1 Od x 1 1/2" M ETA 16 1450 1247 335 7-1 Od x 1 1/2" HTA20 1615 1585 590 10-1 Od x 1 1/2" M ETA20 1450 1247 335 7-1 Od x 1 1/2" HTT16 4290* 3689* -- 18-16d & (1) 5/8" A. B. HTT16 4175* 3695* -- 18-16d & (1) 5/8" AT HTT22 5370* 4618* -- 32-16d & (1) 5/8" A. B. HTT22 5260* 5250* __ 32-16d Sinkers & (1) 5/8" ATR LUGT2 1850 1850 _ 16-10d & 5-1/4"x3" Wedge bolts LGT2 2150 1850 __ 16-16d Sinkers & 7- 1/4"x2 1/4" Titen LTS19 1390* 1195* -- 8-10d & (1) 3/4" A.B. LTT19 1350* 1305* 8-16d Sinkers & (1) 3/4" ATR LTT131 2825* 2429* __ 18-10d x 1 1/2" & (1) 5/8" A.B. LTTI31 2310* 2310* 18-10d x 1 1/2" & (1) 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 12-1 Od S PT22 725 623 260 8-1 Od S P 1 585 535 -- 10-1 Od SPT24 1085 933 260 12-1 Od S P 2 1065 605 -- 12-1 Od S PT4 1075 924 -- 6-1 Od x 1 1/2" S P 4 885 760 -- 6-1 Od x 1 1/2" SPTH4 2150 1849 -- 12-1 Od x 1 1/2" SPH4 1360 1170 -- 12-1 Od x 1 1/2" MUGT15 4265 3335 - 22-1Od & (1) 5/8" ATR MGT 3965 3330 - 22-10d & (1) 5/8" ATR LUGT2 2260 1956 440 32-1Od LGT2 2050 1785 -- 30-16d Sinkers HT V20 1530 1325 95 20-1 Od HTS20 1450 1245 -- 20-1 Od LSTA18 1235 1110 -- 14-1Od LSTA18 1235 1165 -- 14-1Od LSTA24 1235 1235 -- 16-1 Od LSTA24 1235 1235 -- 18-1Od LSTA30 1640 1640 -- 22-1Od LSTA30 1640 1640 -- 22-1Od LSTA36 1640 1640 - 22-1Od LSTA36 1640 1640 -- 24-1 Od 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. "J" BOLTS REPLACEMENT CHART THE FOLLOWING 'J' BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS, THE REVERSE 15 NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY. NOTE: EXPANSION BOLTS NOT RECOMMENDED 0 CONC. STEP 'J' BOLTS EXPANSION BOLTS 5/0' 0 x 6' 5W O x ro' MIN_ 5i8'0x10' r1WOx10'MIN. ROOF D I APHRAOM NAILING SGHEDULE _ RIDGE LINE _ 0J + + + + + + + + + + +_ + + + + + + + + + + + + + + + I. + + + + + + + + O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + F+++ LU + + + + + + + + + 15/32" COX Q + + + + + + + + + + PLYWOOD OR + + + + +7,+++++++++ + + + + ++ + + + + + + + 7/I6 055 + + + o + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + ... + + + IDLE I INE 114.4 MPH 3 SECOND GUST EXPOSURE "G" HIND ZONE IICIA MPH 3 SECOND 6U5T EXPO50RE "G" HIND ZONE Sd RING SHANK NAIL5 ® 6" O.G. 4 Od RING SHANK NAILS ® 6" O.G. ED6E5 4 + + + + + 4" O.G. ® 6A13LE END HALL OR GABLE TRU55 Sd RIN6 SHANK NAILS ® 6" O.G. INTERMEDIATE a 0.113 INCH NOMINAL SHANK DIAMETER 0.115 INCH NOMINAL SHANK DIAMETER RIN6 DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER I6 TO 20 RIN65 PER INCH I6 TO 20 RIN65 PER INCH 0.250 INCH FULL ROUND HEAD DIAMETER 0.250 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: I 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND HIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OGGUR OVER FRAMING MEMBER. 3) SCHEDULE A55UMES SHEATHING 15 FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOU6LA5 FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT DAN5GO ENGINEERING, LLG FOR ALTERNATE FOR NAILING PATTERN. MAINTAIN BOTTOM OF \ IN WEEP SCREED CEMENT PLASTER I I/2' TO 2' ABOVE N ACCORDANCE ROOF SHEATHING WITH A5TMC526 OVER WOOD 2ND FLOOR NOTE THAT THE TYVEK AND METAL LATH MUST GO OVER THE TOP OF THE WEEP SCREED CEMENT PLASTER OVER BLOCK 15T FLOOR lily' CEMENT PLASTER N ACCORDANCE WITH ASTMC926 FELT BACKED METAL \ LATHE IN ACCORDANCE Y WITH ASTMCI063 e TYVEK SHEATHING METAL FLASHING i' LNPERFORATED \ FLANGE V LLEEP SCREED fie' GEhtETtT C PLASTER FINISH CALK Al BOTTOM JOINT ONLY ALL NWE AND WLL N® TO BE MTER CUT. ALL JOKM NEED TO BE CA U= UBNG vULar CAULK CEMENT PLASTER F'. PERFORATED FLANGE V WEEP SLAB 5CREED INSTALL BOTTOM EDGE OF LLEEP SCREED 1' BELOW M WEEP 5CREED [DETAIL MIN. EMBEDMENT 5GHEDULE FOR AND QUANTITY OF FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION KEEP TOP EDGE OF WEEP SCREED 2' ABOVE TOP OF BLOCK BLOCK A SN B SNI (OPT.) TYPICAL MTUJ INSTALLATION L( 5f U5P MUC- 5/5"ro THRU BOLT U5 ML R TRUSS FOP PLATE ,U.G TYPICAL USP MUGTI5 TO BUILT-UP COLUMN DETAIL HTA 20-18 / HTA 20 INSTALLATION Q MID SPAN NOTE: )PLIFT VALUE 15 BA5ED ON 5.P.F. )SP RTI6 U51N6 (5-ad A 1/2" NAILS )PLIFT = 1030# i&V _4-3rA7i\0 0 F --Si1151111111111111i1Lii�T I F 0 WAI i iiiii V, . Il4U6 IN5T,4LL74TION RE-FAB CHIMNEY CAP SHING 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. XTERIOR ANISH Z Q RE-FAB CHIMNEY z _ LOCKING 0 MID POINT _ ~ WHEN CHIMNEY EXCEEDS 6'-0" IN HEIGHT - w z= o GALV. METAL - - - - - 1/2" SHEATHING OR O.S.B. _ o FLASHING-\ I_i 2"x4" STUDS ® 16" O.C. MAX. o EQ 1 O CV = /--GALV. MTL. FLASHING SIECTION 'A -A' ATTACH BLOCKING TO TRUSSES w/ USP 1111 SLOPE MP-34 ANGLE TYPICAL -� /CRICKET I �� TRUSS TOP CHORD `--IJSP HTW20 ®EA. CORNER OUBLE 2"x4" BLOCKING w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=1'-0" TYPICAL C1-IIMNE r PLAN SCALE: 3/4-7-0" HTW20 0 EA. CORNER ENGINEERED WOOD TRUSSES -FAB CHIMNEY ASSEMBLY 16" O.C. MAX. 0" BLOCKING w/ 'LYWOOD FLITCH TYP. STD. C100 BOND BEAM FILL GEL L*in OK 111 IY GONT. #5 0 GONT. #5 > HOK BAR BAR .. . .. :.. . ... .... 1 GONT. F FROM FOUNDATION � SCALE: N.T.S. rLn i Ln Urn kD LU Lo) _ ZD 0 I T 1-' I (_,AL_ H 11` t-M/41'I I NCB L...) t I A I J_ SCALE: N.T.S. C.`TY DANSCO ENGINEERING, LLC P.O. 80X 3400 Apollo Beach, Flo --.-_- -.. - 1 .i i I. ii i- -ffi 1 5 -i .i, �.I ., i ll.- 1 11 i �� ,1 ., i. l�1- _fir --- I TYPICAL