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E EJ EJ EJ y (-) C) C-) L C_ (- �� W Ul 5PECIFICATION FOR LEDGER5 (THE FOLLOWING 5HALL APPLY U.N.O.) LEDGER A (LA) - #2 SYP. 2x4 PT W/ I/4" DIA. x 3" TAPGON5 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 TIRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE 5U56TITUTE, UNLESS THAT TRUSS 15 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.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRU55 515TERED 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) - #2 5YP. (2) 2x8 PT W/ 5/8" DIA x 8" A.B. AT 12" O.C. STAGGERED W/ 51MP50N HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - #2 5YP. (2) 2x8 PT W1(4) 51MP50N 5D525600 SCREWS AT EA. STUD (16" O.G. MAX.) W/ 51MP50N 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) - 112 SYP. (2) 2x12 PT W/ 5/5" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ RT4 MIN. OR EQUAL AT TOP CHORD BEARING OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRU55 SUPPORT ALONG MA50NRY WALL). LEDGER F (LF) - #2 SYP. 26 PT W/ 5/5" DIA. x 8" A.B. AT 24" O.G. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS 15 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, UNLE55 THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - 12 SYP. (1)26 W/ (4) SIMPSON 5D525412 SCREWS AT EA. STUD (16" O.G. MAX.) 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 H (LC) - #2 5YP. (2) 2X8 PT W/ 1/2" DIA. X 8" TITANS AT 16" O.C. STAGGERED 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 1(1-10 -12 SYP. 2X4 PT W/ 1/4" DIA. X 3" TAPGON5 AT 6" STAGGERED W/ (1) 51MP50N LU624 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. LEDGER J (LJ) - 02 5YP. 2x4 PT W/ 1/4" DIA. X 3" TAPCONS AT 4" O.C. STAGGERED W/ (1) 51MP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (1) 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 R.S. NAILS AT 3" O.C. LEDGER M (LM) - #2 SYP. 2X4 W/ (3) SIMPSON 51)625600 6GREW5 AT EA. STUD (16" O.C. MAX.) W/ (1)6IMP50N LUS24 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHORD AND (1) 6IMP50N 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, 51MP50N HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRU55 ATTACHMENT RESPECTIVELY U.N.O. o61118 C_ (_ C_ 1 LJl W .o 7J7 CJ1 -J7 _J7 J7 _J7 --J5 x2 �:E�CL QL'-0� w q w D 0CL� q l� q I—i w Q a- E] 0 I— L>_ 0 z 0 U CJ3 ro3 0- pq Irw El L`0z (U J mW J J 7 =; ti CJ5 EJ EJ7 EJ7 :J3 X EGl ry cw L; J U I L7 J I D` EJ7V E j 3A E j3A J � � L EJ7VF EJ7 J7V EJ7VG N J ' E 3/12 VAULT 7VC 7VB ozw Q E_ E_ 7VA � Q w L` � 0 Q o � E. -J5 -J7 q IL- E] z E, E_ a- Q C- Q� _ '—' w w F4 Iz- -J7 v E_ --J7 E, 7J7 E_ -J7 -J7 C_ J1 C_ :J3 C_ D D pd L n (n_. D D D D D D D D D D10 00 all -N �-1 CJ1A A`�LD n�Y n U 0(U p Y J C7 pa JLU\ ,,"'A 'j =moo ~3 �3 J n d 1' C7 L_ CJ1B y�0 7 7 7 7 7 7 7 7 7 7 3 5 1 bd bd C7 n (7 Y D D D rD D D D D D D F N c- L � u, < < < < < < 41 cn c„ 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 1535 10 - 10d x 1 1/2" B HETA16 1810 - 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 - Bd x 1 1/2" E META20 1450 - 8 - 10d x 1 1/2" HTA20-18 1400 1400 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 HD38 * 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 - 718" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 7845 - 4 - 7/8" DIA BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JU526 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 MT512 1000 860 14 - 10d x 1 1/2" MTW 12 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 HT520 1450 1245 24 - 10d x 1 1/2" HTW20 1530 1285 24 - 10d x 1 1/2" SPI 585 535 10 - 10d SPT22 685 - 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 - 12 - 10d HCP2 645 555 1 12 - 10d x 1 1/2" - - - - k 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 = 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 5PACING ON VERTICAL5 OF (P) TRU55E5 I-S-0 CLEAR GAP 5ETWEEN (5) TRU55E5 (+/- 6") (• •)FASTEN EACH (5) TRU56 WEB TO EACH (A) TRU55 TOP CHORD AT EVERY (*)- INTERSECTING POINT SHOWN ON THE HIP TRU55 SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRU55 TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (s,) INTERSECTING POINT TO BE FASTENED WITH 2-15d COMMON NAILS OR 0.128 x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRU55 TO TOP CHORD OF CARRIER TRU55 WITH THE SAME SPECIFIED COMMON NAILS OR FUN 1 OR 2 PLY CARRIER NAILS AT 48" OG (*). J��Wl 2x CONT. LEDGER IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (5) 2x4 5YP N0. 2 OR NO.2 PT STICK LUMBER (LAID FLAT W15E) 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 TRU55E5 NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION NOTE: 5EE 5NEEt 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 UN.O. • ALL TRU55 TO MASONRY 5TRAP5 TO BE O U.N.O. • ALL TRUSS TO FRAME STRAPS TO BE O U.N.O. al I OR 2 PLY CARRIER 1.3 - -(A) ROOF FRAMING PLAN- A L Y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DE1V VER. EST.1994 MEN VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW 1. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO 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. LAYOUTTO 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 Z ON 0 Ln N � A-2 C) >C/')MO �V) MLn a �L Q LL v aco Q E Z LLJ C)J CD 0 Z �o z Q f w¢°lr_ �z00 zUj 0QIx uz a �Dua1z Oaw Z 0 a�LL u N 8 w Q zLu J CL oo } U 2:z o z rn V g� "n3 m z O F--� U cn zwOQ J �z 0 w O e% dLO wLL U ¢ Z O ::) o<LLo *k p N O z Z Q Z. � H�aO Z{�O�� N F z� Z J N L u z z LLJ W ooa In Lu z z =Qu- o ko a z a z a-j° 00 Z z ¢a m O r) m a a 0 SCALE : AS NOTED DATE : 10/4/2018 VERSION N0. 1■O SHEET NO. 701