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5PECIFICATION FOR LEDGER5 (THE FOLLOWING 5HALL APPLY UN.O.) LEDGER A (LA) - "2 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 15 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" R5, NAILS AT EA. STUD (16" O.C. MAXI 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 TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - 02 SYP. (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.G. 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 D (LD) - 12 SYP. (2) 2x8 PT W/ (4) SIMPSON 5D525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ 5IMP50N HU/HUC228 AT FACE ATTACHMENT OR HT5WI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE, LEDGER E (LE) - 12 SYP. (2) 2x12 PT W/ 5/8" 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 TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - "2 SYP. 26 PT W/ 5/5" 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 MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THI515 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY 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) - 12 5YP. (U 2x8 W/ (4) 5IMP50N 50525412 5CREWS AT EA. STUD (16" O.C. MAX.) 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 H (LC) - 12 SYP. (2) 2X8 PT W/ 1/2" DIA. X 8" TITANS AT 16" O.G. STAGGERED W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT5I6 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER I (L I) - 02 SYP. 2X4 PT W/ 1/4" DIA. X 3" TAPCON5 AT 61' 5TAGGERED W/ (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHORD AND (1) 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) - 12 5YP. 2x4 PT W/ 1/4" DIA X 3" TAPCON5 AT 4" O.C. STAGGERED W/ (I) SIMPSON LU524 AT FACE ATTACHMENT AT EACH TRUSS 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 RS. NAILS AT 3" O.C. LEDGER M (LM) - 12 5YP. 2X4 W/ (3) 5IMP50N 5D525600 SCREWS AT EA STUD (16" O.C. MAX.) W/ (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHORD AND (1) 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. NOTE: AT LEDGERS G D OR H 5IMP50N WU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY UN.O. 061118 (7 C7 (7 tiv w f-n e� cad D m r� CJ1V CJ3V CJSV EJ7V N J c EJ7V E J 7 V L� � r EJ7VA 11 EJ7VA VAULT EJ7VA 3/12 M� �F L7VA EJ7 x2 x2 J7A X A EJ7 TOP Z EJT LLJ EJ7 )— p z Q EJT LLJ J Q Z Q a EJT EJ7 gLJ_0 QL�Q LLJ 0_J 0- a_ � LJ_ p � EJT EJ7 q- p~W =q gL3_ED r QplD Ld �a_0✓ z M1G EJ7 W p = Q � Q L.L EJ7 EJ7 EJ7 EJ7 JF� EJ7 EJ7 CJ5 CJ3 CJ1 D D D Ll t 7 C� C7 D D D D D D D D D_ D_ D_ D_ _D D_ D D D D D D D D n (--) () --.I W U) ON �I 00 0-' .P W N 10 co US C.1) 4' W N G < < < < < r < < < < < < < < D CJ1 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 CJ1 'T9 0) r CJ1 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 EJ19 CJ1 yiv 'l9 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 1585 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 6DO 535 10- 8d RT7A 670 565 10.8d x 1 1/2" 0 H3 455 320 8 - 8d RT3 610 525 8 - 8d x 1 1/2" E META20 1450 - 8 - IOd x 1 1/2" HTA20-18 14DO 1400 10 - 10d x 1 1/2" 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 11/2" 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 HD38 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 - 2 - 5/8" DIA. BOLTS L HD58 * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 - 2 - 7/8" DIA. BOLTS M HD78 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX30 7845 - 4 - 7/8" DIA BOLTS N LUS26 1165/3070 ** 30D5/915 ** 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 2DDO/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 - 30 - 16d x 3 1/2'. R MTS12 10DO 860 14 - 10d x 1 1/2" MTW12 1195 1005 14 - IOd x 1 1/2" S MTS16 30DO 860 14 - SOd x 1 1/2" MTW16 1195 1005 14 - 10d x 1 1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 1195 1 1005 14 - IDd 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 - 106 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 I 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-700DC 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 SPACING ON VERTICALS OF (6) TRU55E5 a I OR 2 PLY CARRIER I-S-0 CLEAR GAP BETWEEN (5) TRU55E5 (+/- 6") (• •)FASTEN EACH (5) TRJ55 WEB TO EACH (A) TRU55 TOP CHORD AT EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (5) TRU55 TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (,,) INTERSECTING POINT TO BE FASTENED WITH 2-15d COMMON NAILS OR 0.128 x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (5) TRUSS TO TOP CHORD Cr- CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR FUN I OR 2 I L I VMI\INI{.1N -- (A) — NAILS AT 48" OC 4), W/ 2x CONT. LEDGER IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (5) 2x4 SYP N0, 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 TRU55ES 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 F-0" ON A HORIZONTAL PROJECTION. NOTE: 5EE 5HEET D-I FOR ROOF FRAMING DETAIL5 NOTES: I. (2)12d TOENAILS EACH SIDE OF FLOOR TRU55 TO WALL OR BEAM BELOW TYP. AT INT. BEARING UN.O. • ALL TRUSS TO MASONRY STRAPS TO BE O U.N.O. • ALL TRUSS TO FRAME STRAPS TO BE O U.N.O. ft7r___'* *a : STATE �\ �;00i�0'- A10RIO?' ROOF FRAMING PLAN - B I SCALE: 1/4" : I'-0" I DAVIS BEWS DESIGN GROUP 150 STATE S'TR.E6T EAST CLDSMA& R.ORMA W77 813. 92.5 . 1300 TM 813.9?.5.1800 FAX WWW.DAVLSBEWS.COM TA 4PA • DEIVVER. �-a EST. 1994 F—�> r62�,1 „1 �Mi lli 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 J. MEISHEID, P.E. #83217 ASBED A. AVEDIKIAN, P.E. #86623 I 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. 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 O Z r*4 0 a) N Fri V) M O M Q M In a cn•Ld' Q u. In cl�U M Q C)- 00 Z wJ C) J oz LLJ �a wQacw P_ge z�z¢ �0LLJ Z a z� OR _2 aw � ED zui z rU W z 9 CD a U� w z Ov �1 Zco J0o o�S J 0. 0. w a X O11714 J Lu z ¢ O L) a w Owgp C) Ln N I� M W O �0a �of� z N 0 $°LL �o J �/ LL w o, Z c� awY¢ di di �Q<I-- NI-wZ 00 � Z Z S c�i1 0 w Z 0 a-z m Z g Z g off Job m a a Q SCALE : AS NOTED DATE: 4/8/2019 VERSION N0. ■O 702