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I EL Ili !! l" i I L E E EJ EJ EJ C7 C) C7 y L I- L 11 "' W LA 5PFGIFIGATION FOR LEID6ER5 (THE FOLLOWING 5NALL APPLY U.N.0) LEDGER A (LA) - $2 5YP. 2x4 PT W/ 1/4" DIA. x 3" TAPCON5 AT 12" O.C. 5ET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THI5 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE 5U5571TUTE, UNLE55 THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER 5 (LB) - 12 5YP. 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (16" D.C. MA)o 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 TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - 12 5YP. (2) 2x8 PT W/ 5/6" DIA. x 8" A.B.AT 12" O.C. STAGGERED W/ 5IMP50N HU/HUG28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE, LEDGER D (LD) - 12 5YP. (2) 2x8 PT W/ (4) 5IMP50N 5D525600 5GREW5 AT EA. STUD (16" D.G. MAX.) W/ 5IMP50N 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 5YP. (2) 2x12 PT W/ 5/5" DIA. x 8" A.B. AT 12" O.G. 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 MA50NRY WALL). LEDGER F (LF) - $2 SYP. 2x8 PT W/ 5/6" DIA. x 6" A.B. AT 24" O.G. STAGGERED 5ET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MA50NRY AT PARALLEL FLOOR TRU55E5). NOTE: TH15 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL. A TRU55 515TERED TO THE WALL IS NOT AN ACCEPTABLE 5U55TITUTE, UNLESS THAT TRU5515 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - 12 5YP. (1) 2x8 W/ (4) 5IMP50N 5D525412 5CREW5 AT EA. STUD (16" O.C. MAX.) W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTOR5 ARE ACCEPTABLE. LEDGER H (LC) - � 5YP. (2) 2X8 PT W/ 1/2" DIA. X 8" TITANS AT 16" O.C. STAGGERED W/ 5IMP50N HU/HUG28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER I (LI) - 12 5YP. 2X4 PT W/ 1/4" DIA X 3" TAPCON5 AT 6" 5TAGGERED W/ (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 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) - 02 5YP. 2x4 PT W/ 1/4" DIA. X 3" TAPCON5 AT 4" O.C. STAGGERED W/ (I) 6IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (U 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. NAIL5 AT 3" O.C. LEDGER M (LM) - � 5YP. 2X4 W/ (3) 5IMP50N 5D525600 5GREW5 AT EA. STUD (1(o" O,C, MAX.) W/ (U 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (1) 5IMP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTOR5 ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL 5HEATHING TO LEDGER W/ TYPICAL EDGE NAILING PATTERN. NOTE: AT LEDGERS C, D OR H, 5IMP50N HU/HUC28-2 OR HU/HUG28-3 MAY BE U5ED FOR 2 PLY OR 3 PLY HANGERED TRU55 ATTACHMENT, RESPECTIVELY, UN.O. 061118 n n (L L w w td td ro w -J7 :J7 -J7 =J7 IL 0 Q Z W 2: 11 Q CI- =J7 Ql�� JJ5 x2 X q�� w CL L z L7 W J3 'J1 C] L L7 J U 'a m 01 EJ7VE EJ7VF r x2 X �` , EJ7VG J EJi EJ7VD (11 ~ J r1 j 7v Nti J J7V ' EJ 3/12 VAULT 7VC 7VB (/j ^ Q W CL EJ� < m 7VA J (� EJ- :J5 Q � E J LLJ _J7 � Q LLJ q EJy =J7 =J7 EJ1 =J7 EJ _J7 EJ, =J7 CJ: :J1 X11 CJ: :J3 CJ1 III I D G1< D D < � n n () D D D D D D D D_ �O w J m � w - w CJl � < < < < < < < D D D D D D D D D D D n L L yv) < < < < < < C:) w 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 1 1/2" B HE-FA16 1810 - 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 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 - 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 HT74 3610 3105 5/8" ANCH. J (18) 10d x 1 1/2" HTT4 2715 - 5/8" ANCH. / 10d x 1 1/2" 3 HTT5 4350 3740 5/8" ANCH. J (26) 10d x 1 1/2- HITS 3225 - 5/8" ANCH. / (28) 10d x 1 1/2" K HD35 * 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 TDX30 7845 - 4 - 7/8" DIA BOLTS N WS26 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 - 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" 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 1 112" 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 2 114" TITENS LUGT2 1850 1810 (16) 10d NAILS & (5) 1/4" x 3" WEDGE BOLTS HTS20 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 1 645 555 12 - 10d x 1 112" - - - - * MINIMUM 3" MEMBER * REACRONS 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 = U360 FLOOR = U480 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 SPACING ON VERTICALS OF (B) TRUSSES 1=8=0 CLEAR GAP PETWEEN (5) TRU55E5 (+/= (o") (• •) FASTEN EACH (5) TRU55 WEB TO EACH (A) TRU55 TOP CHORD AT EVERY (*)- INTER5ECTING POINT 5HOWIN ON THE HIP TRU55 5Y5TEM BELOW. FASTEN TOP CHORDS OF EACH (5) TRU55 TO THE TOP CHORDS OF (A) TRU55E5 AT EVERY OTHER INTERSECTING POINT 00 INTERSECTING POINT TO BE FASTENED WITH 2-15d COMMON NAIL5 OR 0.128 x 3" GUN NAIL5. FASTEN BOTTOM CHORD OF (5) TRU55 TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAIL5 OR FUN J�Wo/2x R 2 PLY CARRIER NAIL5 AT 48" OC l*). CONT. LEDGER IN LIEU OF PREFABRICATED HIP PLANING TRU55E5, (B) 2x4 5YP NO.2 OR NO.2 PT STICK LUMBER (LAIC) FLAT WISE) MAY BE USED. FOLLOW FASTENING 50HEDULE A5 DEFINED FOR HIP PLANING TRU55E5 RI. STICK FRAMING SPLICING 15 ALLOWED BETWEEN TRU55E5 OR AT TRU55 INTER5EGTION5 SPLICING. TO BE STAGGERED BETWEEN COMMON TRU55E5 NO CATS REQUIRED UNDER 5TIGK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION NOTE: 5EE 5NEET p-1 FOR ROOF FRAMING pETAIL6 NOTES: I. (2)12d TOENAILS EACH SIDE OF FLOOR TRU55 TO WALL OR BEAM BELOW TYP. AT INT. BEARING URO. • ALL TRU55 TO MA5%RY 5TRAP5 TO BE O UN.O. • ALL TRU55 TO FRAME 5TRAP5 TO BE O U.N.O. I i OR 2 PLY ;ARRIER (A) ` o0l i lw,Ie"' o y e b• o e/i, O • Z w 50 oi P ir, .41 P 4; Y P000P0 ®P ®Qn ROOF FRAMING PLAN - B SCALE: 1/4" = I'-0" J DAVIS BEWS DESIGN GROUP 15�0�STA�vTE STR.FET EAST' OLDWAR, FLORIOA 34677 813.925.1300 TIEL 813.925.1800 FAX W W W-DAVISBE V&COM T.AA4PA • DEIVVER. < �a FST- 1994 ez�_-- 111 11 f, 1� 6- oil III 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 1. 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 IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O Z ON a-' O (J 1 M 0 I j cv tern -a a C .L O In Q a LL- I— oC U a 00 Z § E � Z W � wo J � �D 0z �o �o z a ¢� w �zo0 af ZLu<< 0 Q W z p�0�J z aw�o o��o w U L1J 04 6 . O z0 r U Z 0 zw 5 U (n w z O H"1 U cn -4 Z woa �¢r) o w ce waLL UILL O Law�� F- Y Z N `' N O 29�z Z NQ�aS N W LLJ razz oa w z x Q 9 05 ,-i kD a Z Q Z o 00 Z Z a Lu 8mrl O i m 8- a SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. 100 SHEET NO.