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E EJ EJ EJ n c-) n y�> w C)i 5PECIFICATION FOR LEDGER5 (THE FOLLOWING SHALL APPLY U.N.O.) LEDGER A (LA) - #2 SYP. 2x4 PT W/ 1/4" DIA. x 3" TAPCON5 AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS S15TERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - #2 SYP. 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (16" O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL, A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - 12 SYP. (2) 26 PT W/ 5/8" DIA. x 8" A.B. AT 12" D.C. STAGGERED W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - 12 SYP. (2) 26 PT WI (4) 5IMP50N 5D5256O0 SCREWS AT EA. STUD (l6" D.G. MAX.) W/ 5IMP50N HU/HUC226 AT FACE ATTACHMENT OR HT5W16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - "2 SYP. (2) 2x12 PT W/ 5/811 DIA. x 6" A.B. AT 12" O.C. STAGGERED W/ RT4 MIN. OR EQUAL AT TOP CHORD BEARING OR EQUAL AT FACE BEARING AT EA. TRU55 (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 12 SYP. 2x8 PT W/ 5/5" DIA. x 8" A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MA50NRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - #2 SYP. (1) 2x8 W/ (4) 5IMP50N 5D525412 SCREWS AT EA. STUD 116" D.C. MAX.J W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT816 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER H (LG) - 12 SYP. (2) 2X8 PT W/ 1/2" DIA, X 811 TITANS AT 16" O.C. STAGGERED W/ 5IMP50N HU/HUG28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER I (LI) - 12 SYP. 2X4 PT W/ 1/41' DIA. X 3" TAPCONS AT 611 STAGGERED W/ (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHORD AND (I) 5IMP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ TYPICAL EDGE NAILING PATTERN. LEDGER J (LJ) - #2 SYP. 2x4 PT W/ 1/4" DIA. X 3" TAPCON5 AT 4" O.C. STAGGERED W/ (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHORD AND (I) 5IMP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ 0.13111 DIA R.S. NAILS AT 3" D.C. LEDGER M (LM) - #2 SYP. 2X4 V (3) 5IMP50N 5D525600 SCREWS AT EA. STUD 0611 O.C. MAX.) W/ (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHORD AND (1) 5IMP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ TYPICAL EDGE NAILING PATTERN. NOTE: AT LEDGERS C D OR H 5IMP50N HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY UN.D. o(o1118 L L c 1 _J7 CJ1 :J7 _J7 =17 =J7 :J5 1= F— q LLJ CL D o � Q Q W z w q CJ3o ozE5 s °_j� o p I� z < >- Ld pq pp D = N Lf0 a c_ D �CJ5 EJ EJ — EJ7 3J3 FGl ru w J1 Li u 7 I 'v I EJ7V EJ3A FAA J L EJ7VF EJ7 J7V EJ7VG J M E, 3/12 VA 7VC 7VB ��L,J Q CL CL E, E, 7VA Q LL_ LL_ 0 E, J5 =J7 Q LL C] z E, 0 � LLJ LL �I�—rr-III l_J =J7 E. =J7 X E. x2 =J7 E. =J7 E. 7J7 C, :J1 C, -J3 C. ]> trJ w n n n D D 71 1> D D D 1D D D c, D_ D_ D D ]> D D D 1> 1> w n n n w < < < < � njP CJ1A CJ1B 7 7 7 7 7 7 7 7 7 7 3 15 11 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 - 9 - 10d x 1 1/2" HTA20 1615 1595 10 - 10d x 11/2" B HE-FA16 1810 - 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 11/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d x 11/2" D H3 455 320 8-8d RT3 610 525 8 - 8d x 1 112" E META20 1450 - 8 - 10d x 1 112" HTA20-18 1400 1400 10 - 10d x 1 1/2" F HHETA20 2235 - 11- 10d x 11/2" - - - - G H10A 1340 1015 18 - 10d x 11/2" RT16A 1380 1160 9 - 10d x 1 1/2" & 8 - 10d H HTT4 3610 3105 5/8" ANCH, j (18) 10d x 11/2" HTT4 2715 - 5/8" ANCH. / 10d x 11/2" J HTT5 4350 3740 5/8" ANCH. ( (26) 10d x 11/2" HTT5 3225 - 5/8" ANCH. / (28) 10d x 11/2" K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 - 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 - 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 - 4 - 7/8" DIA BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060 ** - 8 - 10d P HUS26 1550/3335 ** 133512820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 - 20 - 16d x 3 1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 - 30 - 16d x 3 1/2" R MTS12 1000 860 14 - 10d x 11/2" MTW12 1195 1005 14 - 10d x 11/2" S MTS16 1000 860 14 - lod x 11/2" MTW16 1195 1005 14 - 10d x 11/2" T MTS20 1000 860 14 - 10d x 11/2" MTW20 1195 1005 14 - 10d x 11/2" U MGT/MUGT 3965 3330 22 - 10d x (1) 5/8" ATR W/ 12" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16) 16d SINKERS & (7) 1/4" x 2 1/4" TITENS LUGT2 1850 1810 (16) 10d NAILS & (5) 1/4" x 3" WEDGE BOLTS '•X" HTS20 1450 1245 24 - 10d x 11/2" HTW20 1530 1285 24 - 10d x 1 1/2" SPY 585 535 10 - 10d SPT22 685 - 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 - 12 - 10d HCP2 645 555 12 - 10d x 11/2" - - - - * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. LOADS; ROOF - L/360 FLOOR = L/480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" O.C. FOR HARDWOOD & TILE AREAS & 24" O.C. FOR CARPET AREAS. DROP HIP DETAIL 2-0-0 MAXIMUM 5PACIN6 ON VERTICAL5 OF (6) TRU55E5 I OR 2 PLY CARRIER ka=0 CLEAR GAP DETWEEN (5) TRU55E5 (+/= (o11) (• •) FASTEN EACH (5) TRUSS WEB TO EACH (A) TRUSS TOP CHORD AT EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (5) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT 0s) INTERSECTING POINT TO BE FASTENED WITH 2-15d COMMON NAILS OR 0.128 x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR FUN 0% . 1 NY,.. L„ NAILS AT 48"OC 4). W/ 2x CONT. LEDGER IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (5) 2x4 SYP NO.2 OR NO.2 PT STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES RI, STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS SPLICING. TO BE STAGGERED BETWEEN COMMON TRUSSES NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION NOTE: 5EE 5HEET D=1 FOR ROOF FRAMING DETAIL5 NOTES: I. (2)12d TOENAILS EACH SIDE OF FLOOR TRU55 TO WALL OR BEAM BELOW TYP. AT INT. BEARING UN.O. • ALL TRU55 TO MASONRY STRAPS TO BE O UNO, • ALL TRU55 TO FRAME STRAPS TO BE (D U.N.D. ROOF FRAMING PLAN - A SCALE: 1/4" - I' -Olt Y DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OLDM"P, RLORMA 34677 813. 925 . 1300 TE L 813. 925.1800 FAX W W W.DAVISBE V&COM TA 4PA • DEIVVER EST. 1994