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C C C E E E 5PECIFICATION FOR LEDGERS (THE FOLLOWING 5NALL APPLY UX0.) LEDGER A (LA) - $2 5YP. 2x4 PT W/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. 5ET AT 5HEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRU55E5). NOTE: THI5 15 A REQUIRED TERMINATION FOR THE 5HEATHING DIAPHRAGM, AND PROVIDE5 LATERAL DIAPHRAGM 5UPPORT TO THE MA50NRY WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE 51,155TITUTE, UNLE55 THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 12 5YP. 2x4 W/ (3) 0.131" x 3-1/2" R.5. NAILS AT EA. 5TUD (6" O.C. MAX.) 5ET AT 5HEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THI5 15 A REQUIRED TERMINATION FOR THE 5HEATHING DIAPHRAGM, AND PROVIDE5 LATERAL DIAPHRAGM 5UPPORT TO THE FRAME WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE 5U55TITUTE, UNLE55 THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LC) - $2 5YP. (2) 2x8 PT W/ 5/6" DIA. x 8" A.B. AT 12" O.C. 5TAGGERED W/ 5IMP50N 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 5YP. (2) 26 PT W/ (4) 5IMP50N 5D525600 5CREW5 AT EA. 5TUD (16" O.C. MAX.) W/ 5IMP50N HU/HUG226 AT FACE ATTACHMENT OR HT5WI6 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTOR5 ARE ACCEPTABLE. LEDGER E (LE) - "2 5YP. (2) 2x12 PT W/ 5/8" DIA. x 6" A.B. AT 12" O.C. 5TAGGERED W/ RT4 MIN, OR EQUAL AT TOP CHORD BEARING OR EQUAL AT FACE BEARING AT EA. TRU55 (TYP. UNO AT PERPENDICULAR FLOOR TRU55 5UPPORT ALONG MA50NRY WALL). LEDGER F (LF) - "2 5YP. 2x8 PT W/ 5/e" DIA. x 8" A.B. AT 24" O.C. 5TA6GERED 5ET AT 5HEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR 5HEATHING SUPPORT AT MA50NRY AT PARALLEL FLOOR TRU55E5). NOTE: TH1515 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE 5U55TITUTE, UNLE55 THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - 12 5YP. (1) 28 W/ (4) 5IMP50N 51)525412 5CREW5 AT EA. 5TUD (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) - 12 5YP. (2) 2X8 PT W/ 1/2" DIA. X 8" TITANS AT 16" O.C. 5TAGGERED W/ 5IMP50N HU/HUC28 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 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 CONNECTOR5 ARE ACCEPTABLE, AT TOP AND BOTTOM LEDGER, NAIL 5HEATHING TO LEDGER W/ TYPICAL EDGE NAILING PATTERN. LEDGER J (LJ) - 12 5YP. 2x4 PT W/ 1/4" DIA X 3" TAPCONS AT 4" O.C. 5TAGGERED 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 CONNECTOR5 ARE ACCEPTABLE. AT TOP AND 50TTOM LEDGER, NAIL 5HEATHING TO LEDGER W/ 0.131" DIA R.S. NAILS AT 3" O.C. LEDGER M (LM) - "2 5YP. 2X4 W/ (3) 5IMP50N 51)525600 5CREW5 AT EA. 5TUD (16" O.C. MAX.) W/ (1) SIMP50N 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 LEDGER5 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, U.N.O. o(o 1118 C-) ti 11_�/ < td c� m J1V J3V J5V J7V_) J7V J7V r J a 2 1/4' FOR PLYWOOD/: RAISED HEELS STU] n_ 71 EJ7VA Lo L EJ7VA J u 'v o� EJ7VA VAULT 3/12 J7VA _J7 _J7 J7 _J7 _J7 _J7 _J7 _J7 _J7 _J7 =J7 _J7 ;J5 ;J3 ;J1 TOP X X2 CLzQ E7 ��o � q L'jz 0 (�� LLJ Q E1 F--LL_ LL_ 0 — W 0 v �LLJ :F:� CL Q 0- 0!� o LLB 71 F__ 0 Z cry = q �0 v EJ7 E. E, E, E, E, E. E. E. E. E, E, C. C. C. D < D D L n n n D D D D D D D D D D Z, D L L C_ I'O 00 -I m CA .A w N . - - - w CJ1 < < < < < < < < < < < ILOCKING BED 17 17 17 17 17 17 17 7 7 7 7 5 3 1 D D D D D D D D D D D C7 n n r F0 w 41 CA (IN 00 -,0 L C_ c_CA w v% 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/? B HETA16 1810 - 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 112" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d x 11/2" D H3 455 320 8 - Sd RT3 610 525 8 - 8d x 11/2" E META20 1450 - 8 - 10d x 11/2' HTA20-18 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 11/2" HTT4 2715 - 5/8" ANCH. / 10d x 11/2" 3 HTT5 4350 3740 5/8" ANCH. / (26) 10d x 11/2" HTT5 3225 - 518" ANCH. / (28) 10d x 11/2" K HD3B * 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 x 3 1/2" HUS28 2570/4345 - 30 - 16d x 3 1/2" R MTS12 1000 860 14 - 10d x 11/2- MTW 12 1195 1005 14 - 10d x 11/2" S MTS16 1000 860 14 - 10d x 11/2" MTW16 1195 1005 14 - 10d x 11/2" T MTS20 1000 860 14 - 10d x 1 112" MTW20 1195 1005 14 - 10d x 11/2" U MGT/MUGT 3965 3330 22 - 10d x (1) 5/8" ATR W/ 12" EMBED W/ SIMPSON 'SEr 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" SPI 585 535 1 10 - 10d SPT22 685 - 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 - 12 - 10d HCP2 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 3112 & LOWER. LOADS: ROOF = U360 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 ARTICAL5 OF (5) TRU55ES Q I OR 2 PLY CARRIER I-S-0 CLEAR GAP 5ETWEEN (5) TRU55E5 (+/- 6") (• •)FASTEN EACH (5) TRU55 WEB TO EACH (A) TRU55 TOP CHORD AT EVERY INTERSECTING POINT 5HOWN ON THE HIP TRU55 5Y5TEM BELOW. FA5TEN TOP CHORDS OF EACH (5) TRU55 TO THE TOP CHORD5 OF (A) TRU55E5 AT EVERY OTHER INTERSECTING POINT (,,) INTER5ECTING POINT TO BE FA5TENED 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 5AME 5PECIFIED COMMON NAIL5 OR FUN I OR 2 NAIL5 AT 48" OC (*). W/ 2x CONT. LEDGER IN LIEU OF PREFABRICATED HIP PLANING TRU55E6, (B) 2x4 5YP NO.2 OR NO.2 PT 5TICK LUMBER (LAID FLAT W15E) MAY BE U5ED. FOLLOW FASTENING 5CHEDULE A5 DEFINED FOR HIP PLANING TRU55E5 RI. 5TICK FRAMING 5PLICING 15 ALLOWED BETWEEN TRU55E5 OR AT TRU55 INTER5ECTION6 5PLICING. TO BE 5TAGGERED BETWEEN COMMON TRU55E5 NO CATS REQUIRED UNDER 5TICK FRAMING SPLICING, MINIMUM LENGTH OF 5TICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-I FOR ROOF FRAMING DETAILS NOTE5: 1. (2)126 TOENAIL5 EACH 51DE OF FLOOR TRU55 TO WALL OR BEAM BELOW TYP. AT INT. BEARING U.N.O. • ALL TRU55 TO MA50NRY 5TRAP5 TO BE O U.N.O. 0 ALL TRU55 TO FRAME 5TRAP5 TO BE O UNO. ROOF FRAMING PLAN - A I 5CALE: 1/4" = I'-0" J DAVIS BEWS DESIGN GROVP 150 STATE S TREEr EAST CIUMMAR, R:OMA 34677 813.925.1300 TEL 813.925.1800 FAX W W WnAVMEWS.CAM TA 4PA • DEIVVER. � 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 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 cV O au N �-4 4-J O II M O M z o ¢ V) Q C L Ln C:)" M Ice U 'I ¢ 0- 00 Z wJ CD oz 1>> W� z� �a W a Q UzOp zwW� Uzz z ao ��o m �z 8w ul z� Q 8 gz Lu z � o g rn V g z U3 O I--1 U In Z QKOz W Y P omn ma ce IL a O z J .-11 aa k CD Ll ", W�7� r� ¢ N � O O�// (9 LL a Z � N � N LL �MULo w oiz� � wSWGa Rg �o w w g z 2 (n ¢ Z ¢ Z �oz m00 Z Z al„a R f f 0 .b m z� o a a a SCALE : AS NOTED DATE : 7/17/2018 VERSION NO. 100 SHEET NO. 701 -- _