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SPECIFICATION FOR LEDGERS (THE FOLLOWING SHALL APPLY UN.O.) LEDGER A (LA) - 02 SYP. 2x4 PT W/ 1/4" DIA. x 3" TAPCONS 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 SISTERED 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) - 02 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: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME 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 C (LC) - 12 SYP. (2) 2x8 PT W/ 5/8" DIA. x 6" A.B. AT 12" O.C. STAGGERED W/ 5IMFI50N HU/HUC28 AT FACE ATTACHMENT OR HT5I6 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - "2 SYP. (2) 26 PT W/ (4) SIMPSON 5D525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ 5IMP50N HU/HUG228 AT FACE ATTACHMENT OR HT5WI6 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - "2 SYP. (2) 2x12 PT W/ 5/8" DIA. x 8" A$. 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 TR55 SUPPORT ALONG MA50NRY WALL), LEDGER F (LF) - 02 5YR 2x8 PT W/ 5/8" 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 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 G (LG) - 02 SYP. (1) 2x8 W/ (4) 5IMP50N 6D525412 SCREWS AT EA. STUD (16" O.C. MAX.) W/ 61MP50N 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) - "2 SYP. (2) 2X8 PT W/ 1/2" DIA. X 8" TITANS AT 16" O.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 I (LI) - 12 SYP. 2X4 PT W/ 1/4" DIA. X 3" TAPCON5 AT 6" STAGGERED W/ (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (U 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 (1) SIMPSON 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 5YR 2X4 W/ (3) 5IMP50N 5D525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ (U 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (U 51MP60N 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. SIMPSON HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED T 55 ATTACHMENT RESPECTIVELY U.N.O. �l H ¢ v, u u u ¢ ¢ ¢ ¢ ¢ a a ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ u u u 0 _ j E- CJ1 CJl CJ3 CJ: CJ5 CJ`. EJ7 EJ; EJ7 EJ, EJ7 EJ; EJ7 EJ; LD Q (4w EJ7 �CL p_ EJ, O EJ7 Q Q EJ; J fj EJ7V QA EJ, LLJ 0- w EJ7V CL E Q E; J ~' L] W Lo Q � ? EJ7V EJ; 3/12 VAULT EJ7 �? EJ; �> E a EJ; EJ7VD EJ7VE EJ7VF X x2 EJ7VG J t� EJ7 �Q o w Lo �zw EJ7 X a O EJ7 x2 {— w Q �r� J � O C` G EJ7 Z Q�IY IJ w EJ7 �_� 0 Q�f L3_ Q ED " CJ5 CJ3 CJ1 as U U U (..) U CJ1 CJ3 EJ3 EJ3 EJ3 EJ3 EJ3 EJ3 EJ3 EJ3 CJ3 CJ1 UPLIFT CONNECTION CROSS-REFERENCE 4ARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1830 - 9 - lod x 1 112" HTA20 1615 1585 30 -10d x 1 1/2" 8 HETA16 1830 - 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.SA 600 535 10 - 8d RT7A 670 565 10.8d x 1 1/2" D H3 455 320 8.8d RT3 610 525 8.8d x 1 1/2" E META20 1450 - 8 - IDd x 1 1/2" KTA20.18 1400 1400 1 10. 10d x 1 1/2" F HHETA20 2235 - 11 - 10d x 1 1/2" - - - - G H10A 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" 3 HTTS 4350 3740 5/8" 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 2345 - 2 - 5/8" DIA. BOLTS L HDSB * 4505 3785 S/W ANCH. 3/4" STUD BOLTS TDX6 5320 - 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX1O 7845 - 4 - 7/8" DIA BOLTS N LUS26 1165/1070 ** 1005/915 ** 8. 10d x 3" 3US26 1115/1060 "* - 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 - 20 - I6d x 3 1/2" Q HUS28 2000/4220 ** 1720/312S ** 30. 16d x 3 1/2" HUS28 2570/4345 - 30. 16d x 3 1/2" R MTS12 1000 860 14 - 10d x 1 112" 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 - 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 "X" HTS20 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 - 10d SP2 1065 605 1 12 10d SFT24 1030 - 12.10d HCP2 645 S55 12 - 10d x 1 1/2" - - - MINIMUM 3" MEMBER " REACTIONS ARE FOR ROOF LOADS ONLY "* DO NOT DRIVE NAILS THROWN 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 = V360 FLOOR = L/480 W/ 3/8" MAX DEFLECTION FLOOR 30IST 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 SPADING ON VERTICALS OF (B) TRUSSES I-8-0 CLEAR GAP BETWEEN (B) TRUSSES (+/- (o") (• •)FASTEN EACH (5) TRUSS WEB TO EACH (A) TRUSS TOP CHORD AT EVERY INTERSECTING POINT SHOWN ON THE HIP TRU55 SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (5) TRU55 TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (,l) INTERSECTING POINT TO BE FASTENED WITH 2-15d COMMON NAILS OR 0.128 x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (5) TIRU56 TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR FUN NAILS AT 48" OC l*). 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 TRUSS 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, W/ 2x CONT. LEDGER NOTE: SEE SHEET D-I FOR ROOF FRAMING DETAILS NOTES: I, (2)12d TOENAILS EACH 51DE OF FLOOR TRJ55 TO WALL OR BEAM BELOW TYP. AT INT. BEARING U.N.O. • ALL TRU55 TO MASONRY STRAPS TO BE O U.N.O. • ALL TRU55 TO FRAME STRAPS TO BE O UN.o. — (A) ROOF FRAMING PLAN - B SCALE: 1/4" = 1'-0" DAVIS BEWS DESIGN GROUP L50 STATE STREET EAST OLD6MAR, F[AR.tDA 34677 813.925.13Q0 TEL 813 . 92S . 1800 FAX W W WDAVISBEWS.COM TAMI'A • DEI�iVER EST. 1994 III III IrI 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 DREW 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 O Z NO 0 ►__4 co �) M Ln O LA L c� Q U a00 Z w Wo J O t,0 d- 06 z �a a zaa Waww ��Oo z w < 14 C W Z awa,�o U Ui N LOz© zN' z z z Z a Lu Z O U t/l o Q �� o <_ u.�o pr-j zozL� Qp^p O ►a- o a Z z �- N O ��S J � a Z z goa LLJ LU U. z w ONON Lu Q Q � o n Z Z v,�H 0000 Z Z a om.--1 m a 10- SCALE : AS NOTED DATE : 4/8/2019 VERSION NO. 100 SHEET NO. 7m2