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5PECIFICATION FOR LEDGER5 (THE FOLLOWING 5HALL APPLY UN.O.) LEDGER A (LA) - 12 SYP. 2x4 PT W/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. SET AT 5HEATHING 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 PROvIDE5 LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED 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 B (LB) - I4 SYP. 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA- STUD (16" O.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THI515 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRU55 SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - 112 5YP. (2) 2x8 PT W/ 51811 DIA. x 8" A.B. AT 12" 0-C. STAGGERED W/ 51MP50N 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) - #2 5YP. (2) 2x8 PT W/ (4) 51MP50N 5D525600 SCREWS AT EA. STUD (I(o'I O.C. MAX.) W/ SIMPSON HU/HUC228 AT FACE ATTACHMENT OR HT5WI6 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - 02 SYP. (2) 2x12 PT W/ 51811 DIA. x 811 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 5YP. 28 PT W/ 5/5" DIA. x V A.B. AT 24" D.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRU55E5). 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 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRU55 IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - 02 SYP. (I) 2x8 W/ (4) 51MP50N 5D525412 SCREWS AT EA. STUD (lb" O.C. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (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 1611 O.C. STAGGERED W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER I (LIP -12 SYP. 2X4 PT W/ 1/4" DIA. X 311 TAPCON5 AT 6" STAGGERED W/ (1) 51MP50N LU524 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHORD AND (1) 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. LEDGER J (L.) - 12 5YP. 2x4 PT W/ 1/4" DIA. X 3" TAPGON5 AT 4" O.C. STAGGERED W/ (1) 51MP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (1) 51MP50N 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 R.S. NAILS AT 3" D.C. LEDGER M (LM) - r2 SYP. 2X4 W/ (3) 51MP50N 5D525600 SCREWS AT EA. STUD (I(o" O.C. MAX.) W/ (1) 51MP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (1) 51MP50N 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 G, D OR H 51MP50N HU/HUG28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY U.N.O. m61118 > > > > > > > > > > > > > > 7 _l m OD T` 0 11-) V co cu . , C LI n 1.0 r- OD CT 7 �j u u c) ¢ Q ¢ ¢ a a ¢ Q a ¢ Q Q Q Q Q ¢ ¢ Q a ¢ ¢ ¢ u LD a r, Li u CJ1 CJ3 CJ5 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 TOP X x2 0 E-1 J LL. Q�� CL a_ Qy I�ov r. L� Q 0- a- Q � C] r:�j Z W LL_ (4ZL.J a-�IZ pQ� ~ 1— Q J L1_ LLJ � a ALL~ Q 0 q 0 � LL_ Q � ZZ W � LD El A X2 �s Q M1G EJT T EJLl EJT EJ7A EJT zz a m , J Al� J7VA EJ7VA 3/12 VAULT EJ7VA EJ7VA EJ7V EJ7V EJ7V cj5v-T CJ3V CJ1V Q w u v U C--) U UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1830 - 9 - 10d x 1 1/2" HTA20 1615 I585 30 - 10d x 11/2" B HETA16 1810 - 9 - 10d x 1 1/2" HTA16 1615 1585 30 - 10d x 1 1/2" C H2.SA 600 535 10 - 8d RT7A 670 565 10 - Bd x 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d x 1 1/2" E META20 1450 - 8 - 10d x 1 1/2" HTA20-18 1400 14DO 10 - 10d x 1 112" F HHETA20 2235 - 11 - 10d x 1 1/2" - - - - G HIOA 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9 - 10d x 1 1/2" & 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 SIB" ANCH. / (26) 10d x 1 1/2" HTTS 3225 5/8" ANCH. / (28) 10d x 1 1/2" K HD3B " 3130 3050 5/8" DIA. BOLTS TDX2-TZ 234S - 2 - 5/8" DIA. BOLTS L HDSB * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TOX6 5320 - 2 - 7/8" DIA. BOLTS M HD78 * 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 ** 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 - 16d x 3 1/2" R MTS12 1000 860 14 - 10d x 1 1/2" 5 1005 14 - 10d x 1 1/2" S MTS16 1000 860 14 - 10d x 1 1/2" ��MTW201195 5 1005 14 - 10d x 1 1/2" T MTS20 1000 860 14 - 10d x 1 1/2" 1005 14 - 10d 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 FITS20 1450 1245 24 - 10d x 1 1/2" HTW20 1530 1285 24 - 10d x 1 1/2" SPl 585 535 30 - 10d SPT22 685 - 8 - IDd SP2 1065 605 12 - 10d SPT24 1030 - 12 - 10d HCP2 645 555 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 = LJ480 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 1-0-0 MAXIMUM SPACING ON vER11CAL5 OF (B) TRUSSES CJ1 EJ19 EJ19 EJ19 Q I OR 2 PLY CARRIER EJ19 1-5-0 CLEAR GAP 5ETWEEN (5) TRU55E5 (+/- 6") (a) l• •)FASTEN EACH (5) TRU65 WEB TO EACH (A) TRUSS TOP CHORD AT EVERY 4PLYCARRIER EJ19 INTERSECTING POINT SHOWN ON THE HIP TRU55 SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRU55 TO THE TOP CHORDS OF (A) TRU55E5 AT EVERY OTHER INTERSECTING POINT (,,) INTERSECTING POINT TO BE FASTENED WITH 2-15d EJ19 COMMON NAILS OR 0.128 x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (5) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR FUN I OR (A) EJ19 NAILS AT 48"OG 3). W/ 2x CONT. LEDGER IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (5) 2x4 5YP NO.2 OR N0. 2 PT STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS EJ19 DEFINED FOR HIP PLANING TRUSSES RI. STICK FRAMING SPLICING IS ALLOWED BETWEEN TRU55E5 OR AT TRUSS EJ19 INTERSECTIONS SPLICING. CJ1 TO BE STAGGERED BETWEEN COMMON TRU55E5 NO CATS REQUIRED UNDER STICK FRAMING SPLICING. y MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. vf9 NOTE: 5EE 5HEET D-1 FOR ROOF FRAMING DETAIL5 CJ1 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 CJ1 yvr 9 NOTES: I. (2)12d TOENAILS EACH SIDE OF FLOOR TRU55 TO WALL OR BEAM BELOW TYP. AT INT, BEARING UN.O- • ALL TRUSS TO MA50NRY STRAPS TO BE O UN.O. • ALL TRU55 TO FRAME STRAPS TO BE O U.N.O. ROOF FRAMING PLAN - B_j SCALE: 1/411 - 1'-011 DAVIS BEWS DESIGN GROUP L50 SrATEE STREET EAST OLD6MAR, EIARmA 34677 813. 925.1300 Tr=L 813.92.5.1800 FAX W W W.DAVISBEWSCAM TAMPA • DE 1,4 E ns(Ail III llfill. VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 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 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O O Z N 0 N n M O QU-)MIn M a (n •L < I- u- n. n oC U Q 00 a z 3i E .. W CD J O 110 d- 0z 35 0 z L.JzoO ZWWIr 0 w Z J LL o z 8m o Lu z Z zo a �W Z w z O H Joz o 111 vle 000. O 0. 0 0 J �aLL. � Ln O � o¢fo N O C7¢u-p `" p 0 Z f V u- 0 Lu J U-)r-I N a � a �Q~o z ONO Q Q LL ��z kO Z Z co0'000 Z Z �f w �o� rn O m a a ¢ SCALE : AS NOTED DATE : 10/4/2018 VERSION N0. l.o SHEET NO. ■