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E E EJ EJ EJ C-) n n L L L W CA 5PECIFICATION FOR LEDGER5 (THE FOLLOWING SHALL APPLY UN.O.) LEDGER A (LA) - 12 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 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE 5U55TITUTE, UNLE55 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" R.5. NAILS AT EA. STUD (Ib" 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 TRUSS 515TERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRU55 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 8" A.B. AT 12" O.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 SYP. (2) 2x8 PT W/ (4) 51MP50N 5D525600 SCREWS AT EA. STUD (16" D.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) -'2 SYP. (2) 2x12 PT W/ 5/5" DIA x 8" A.B. AT 12" D.C. STAGGERED W/ RT4 MIN, OR EQUAL AT TOP CHORD BEARING OR EQUAL AT FACE BEARING AT EA. TRU55 (TYP. UNO AT PERPENDICULAR FLOOR TRU55 SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 12 5YP. 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 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL, A TRUSS 516TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - f2 5YP. (1) 2x8 W/ (4) SIMPSON 5D525412 SCREWS AT EA. STUD (Ib" D.C. MAXJ 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 H (LC) -' 5YP. (2) 2X8 PT W/ 1/2" DIA X 8" TITANS AT 16" O.C. STAGGERED W/ SIMPSON HU/HUC26 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER I (LI) - *2 SYP. 2X4 PT W/ 1/4" DIA X 3" TAPCON5 AT 6" STAGGERED W/ (1) 51MP50N LU524 AT FACE ATTACHMENT AT EACH TRUSS 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) - "2 5YP. 2x4 PT W/ 1/4" DIA. X 3" TAPCON5 AT 4" D.C. STAGGERED W/ (1) 51MP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 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 R.S. NAILS AT 3" O.C. LEDGER M (LM) - 12 5YP. 2X4 W/ (3) SIMPSON 5D525600 SCREW5 AT EA. STUD (Ib" O.G. MAX.) W/ (1) SIMPSON LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (U 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 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. 0(01118 n n L L W w N GWl _J7 _J7 _J7 0 0 ^ Q Q ci- _ J 7 Q J Low LL_ Q :J5 J 3 gLL_O W� a- a- LLJ J1 nL-D Li J m m EJ7VE r EJ7VF- I EJ7VG 7 EJ EJ7 EJ7VD N J7V \? M EJ7 3/12 VAULT 7VC 7VB Q LLJ 11 EJ7 EJ7 3 m 7VA LL_ E7�5:/1 LJ� Q X X2 EJ7 :J5 0 EJ7 Q _J7 CL Q Q � 0 EJ7 _J7 " EJ7 X _J7 x2 EJ7 _J7 EJ7 _J7 EJ7 :J7 CJ3 ;J1 CJ5 ,J3 CJ1 C7 C-) C7 D D D D D D D D Z, L L c_ . �D 00 41 W D D D D D D D D D D ]> C7 C7 n 7 G G fU W Ul m 4 00 I'O "p UI W L_ v, EJ3 EJ3 EJ3 EJ3 EJ3 EJ3 EJ3 CJ3 CJ1 CJ3 EJ3 CJ1 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 11/2" B HETA16 1810 - 9 - 10d x 1 I1r HTA16 1615 1585 10 - 10d x 11/2" C H2.5A 600 535 10 - ad 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 - 10d x 11/2" FITA20-18 1400 1400 10 - 10d x 11/2" F HHETA20 2235 - 11 - 10d x 11/2" - - - - G H 10A 1340 1015 18 - 10d x 11/2" RT16A 1380 1160 9- 10d x 11/2" & 8 - 10d H HTT4 3610 3105 5/8" ANCH. / (18) 10d x 1 1/2" HTT4 2715 - 5/8" ANCH. / 10d x 11/2" J HTT5 4350 3740 5/8" ANCH. / (26) 10d x 11/2" HTTS 3225 - 5/8" ANCH. / (28) lod x 11/2" K HD36 * 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 ** 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 x3 1/2" HUS28 2570/4345 - 30 - 16d x 3 1/2" R MTS12 1000 860 14 - 10d x 11/2" MTW12 1195 1005 1 14 - 10d x 11/2" S MTS16 1000 860 14 - 10d x 11/2" MT W 16 1195 1005 14 - 10d x 11/2" T MTS20 1000 860 14 - 10d x 11/2" MTW20 1195 1D05 14 - 10d x 11/2" U MGT/MUGT 3965 3330 22 - 10d x (1) 5/8" AIR 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 11/2" SPl 585 535 10 - 10d SPT22 685 - 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 - 12 - 10d HCP2 1 645 555 1 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 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 & TIE AREAS & 24" O.C. FOR CARPET AREAS. DROP HIP DETAIL P-m-B MAXIMUM SPACING ON vER11CAL5 OF (B) iPo155E5 a I OR 2 PLY CARRIER I=B=O CLEAR GAP DETWEEN (D) TRU55E5 (+/= 6") l• •1 FASTEN EACH (5) TRU55 WEB TO EACH (A) TRU55 TOP CHORD AT EVERY (*) INTERSECTING POINT SHOWN ON THE HIP TRU55 SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (5) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (it) INTERSECTING POINT TO BE FASTENED WITH 2-15d COMMON NAILS OR 0.125 x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (5) TRU55 TO TOP CHORD OF CARRIER TRU55 WITH THE SAME SPECIFIED COMMON NAILS OR FUN I OR 2 PLY CARRIER -�(A) NAILS AT 48"OC (*). W/ 2x CONT. LEDGER IN LIEU OF PREFABRICATED HIP PLANING TRU55E5, (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 15 ALLOWED BETWEEN TRU55E5 OR AT TRU55 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 5HEET D-I FOR ROOF FRAMING DETAIL5 NOTES: I. (2)12d TOENAILS EACH 51DE OF FLOOR TRUSS 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 U.N.O. i DAVIS BEWS DESIGN GROVP 150 STATE STRFMT EAST OLD9AAR, FiARDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVL%EWSCAM TAMPA • L7E Q /F.R EST. 1994 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. 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 O � N ( +�—' O Z t /) M O 0 9 1- Q � LnL0� 0L 01NM 0V .� z < z§m w wo J O J =z 35 Lu z a ax fg Wa�X �480 oo� wO0 li ee 1 : _3 I.*^ c LL 0 O m N 4( r O;Z- O zz0 Q U • J� :: • 6 „• Gj.. G O a z zw .• 4 r■wn, M 3 'fill ea► i 0 O U M ZLu Qz fay 0 LL ow LLI 0_ LL UW6� 0)CL ceO Z�wa � O ^ � O W �oQo `4 O oaW z AWLS WZ r_j LA ^N' , v �/ �+ razz J '� '�o¢ LL N W W l!J Q Z QLL Z�1- zw m 00 Z QZ a 6 1 O In 00 7 a SCALE : AS NOTED DATE : 7/ 17/2018 VERSION N0. i■0 ROOF FRAMING PLAN - B SCALE: 1/4" - I'-0" 702 6 ckl ILd flY,h�� h vin.� i�hif" t_.i rain �l6 �11 dd�ll,�I