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5PECIFICATION FOR LEDGERS (THE FOLLOWING SHALL APPLY U.N.O.) LEDGER A (LA) - 01 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 515TERED 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) - 12 SYP. 2x4 W/ (3) 0.131" x 3.1/2" RS. NAILS AT EA. STUD (16" O.C. MAX,) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: TH1515 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRU55 51STERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRU55 IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - 12 SYP. (2) 24 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ 51MR50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - 12 SYP. (2) 2x8 PT W/ (4) 5IMP50N 50525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ 5IMP50N HU/HUC228 AT FACE ATTACHMENT OR HT5WI6 AT TOP CHORE) BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE, LEDGER E (LE) - 02 5YP. (2) 2x12 PT W/ 5/6" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ RN MIN, OR EQUAL AT TOP CHORD BEARING OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - n SYP. 2x8 PT W/ 5/8" DIA. x V A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: TH1515 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - "2 SYP. (U 2x8 W/ (4) 5IMP50N 5D5254I2 SCREWS AT EA. STUD (I6" O.C. MAX.) W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT5I6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO), ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER H (LC) - 12 SYP. (2) 2X8 PT W/ 1/2" DIA. X 8" TITANS AT 16" O.C. STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT6I6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER I (LI) - 02 5YP. 2X4 PT W/ 114" DIA, X 3" TAPCON5 AT 6" 5TAGGERED W/ (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (1) 5IMP50N H3 AT TOP CHORE) 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 5YP. 2x4 PT W/ I/4" DIA. X 3" TAPCON5 AT 4" O.C. STAGGERED W/ (U SIMPSON LUS24 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHORD AND (U 5IMP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ 0.131" DIA IRS. NAILS AT 3" O.C. LEDGER M (LM) - 02 5YP. 2X4 W/ (3) 5IMFI50N 5D525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ (1) 5IMP50N LU624 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHORD AND (U SIMPSON 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 SIMP50N HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRU55 ATTACHMENT RESPECTIVELY UN.O, 0(01118 tiv, w w En LA EJ7 � EJ7 M ^ MQ 0- Q 5-03 O Lil D-.., EJ7 I— a Moe J ��z id F— O^/ v N J EJ7 Lr_ EJ7aW J Q ED =l m W Z =H EJ7 CL LOW lEJ7N CL LJJ 0 CJ5 �1 Q m EJ7 P " Xi 0 > X ~ CJ3 CJ1A CJ1 L; J Vl• L7 U N.Z.. V pNJ 0 0 EJ7V WPQA r E 3A =�3 vWi a E 3A 0 LL CJiB EJ7VF ,N. J EJ7 tiv EJ7VG `~ EJ7V `" � EJ7 U VLA VAULT EJ7V EJ7 Q W EJ7V Q 0- CL EJ7 Q LL- 0� EJ7V LL Q � EJ7o1— Ll_ ED CJ5 Z EJ7 p- L,J 0 EJ7 LL_ �--•� EJ7 V v EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 CJ3 CJ1 CJ5 CJ3 CJ1 D bd < w D D D b D DDD D n n n yv ~ � 00 CN •- -. - ~ -4 ~ - - fU N w w U) -- L L L ~ w w CD < < < < < < < < < < < < < _p� cil ON CA w 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 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - l0d x 1 1/2"' HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d x 1 1/2" D H3 45S 320 8 - 8d RT3 610 525 8 - 8d x 1 1/2" E META20 1450 8 - 10d x 1 1/2" HTA20-18 1400 14DO SO . 10d x 1 1/2" F HHETA20 2235 - 11 . 10d x 1 1/2" - - G H10A 1340 1015 18 - lDd x 1 1/2" RT16A 1380 1160 9 - l0d x 1 1/T' & 8 - 10d H HTT4 3610 3105 5/8" ANCH. / (18) 10d x 1 1/2' HTT4 2715 - 5/8" ANCH. / 10d x 1 1/2" J HTTS 4350 3740 5/8" ANCH. / (26) 10d x 1 1/2" HTT5 3225 - 5/8" ANCH. / (28) 10d x 1 1/2" K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 - 2 - 5/8" DIA. BOLTS L HDSB * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TOX6 5320 - 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDXIO 7845 - 4 - 7/8" DIA BOLTS N WS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060 ** - 6 . 10d P HUS26 1550/3335 ** 1335/2820 ** 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 - I6d x 3 1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14 - 10d x 1 1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14 - 10d x 1 1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14 - IOd x 1 1/2" 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 1 1450 1245 24 - 10d x 1 1/2" HTW20 1530 1285 24 - 10d x 1 1/2" SPl 585 535 10 -10d SPT22 685 - 8 - IOd SP2 1065 605 12 - 10d SPT24 1030 - 12 - 10d HCPZ 645 S55 12 - 10d x 1 1/2" - - - 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 3/12 & LOWER. LOADS: ROOF = L/360 FLOOR = U480 W1 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 SPAGINCs ON VERTICALS OF (B) TRUSSES 1-8-0 CLEAR GAP BETWEEN (B) TRU55E5 (+/- 6") (• •) FASTEN EACH (5) TRUSS WEB TO EACH (A) TRU55 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 (,") INTERSECTING POINT TO BE FASTENED WITH 2-15d COMMON NAILS OR 0.125 x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRU55 WITH THE SAME SPECIFIED COMMON NAIL5 OR FUN OfiI. 1 1. 1 ��FN UIN NAILS AT 48" OC l*l. W/ 2x CONT. LEDGER IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 5YP 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 TRU55 INTERSECTIONS SPLICING. TO BE STAGGERED BETWEEN COMMON TRUSSES NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 54" ON A HORIZONTAL PROJECTION NOTE: 5EE SHEET D-1 FOR ROOF FRAMING DETAIL5 NOTES: I. (2)12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP. AT INT, BEARING U.N.O. " ALL TRU55 TO MA50NRY STRAPS TO BE O U.N.O. " ALL TRUSS TO FRAME STRAPS TO BE O U.N.O. - -(A)- - ROOF FRAMING PLAN - A BEws DESIGN GROUP 15o sr�-rE sri�-I' Fssr otnsMntt, R.ottron �,77 813. 925.1300 TFL $13 . 92S . 1800 FAX W W W.DAVLSBEWSCOM TAIVtPA • DEiVVER EST. 1994 0 110- 11171 ;_ VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 1.877.6VORTEX (686-7839) COA 28035 PAUL D. KIDWELL, P.E. #52683 NDREW 1. MEISHEID, P.E. #83217 ASBED A. AVEDIKIAN, P.E. #86623 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY CD O N Oaf-'^O �CD � ram �t LL L LPf C) Q U a. 00 W � ~ wJ o z o UJ z H w Q w Q uzoo zvzz �oz a 0 w awl o W � N zoo U z Z S r b �3 w F u Ln o� Z �z fan b 7 a �92 0. LL rr 00 LL 81 0 z 0 z V O w 1u a N QOa8 z V N QR W L N ;uls a�o O 1L{;w w w wwx 00 Q 4 a�� �o Z Z J Y m W Z Z 3 Qom O m a a SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. loo SHEET NO. DAVIS701