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C7 (7 C7 c_ L v, L,J cn 5PECIFICATION POP, LEDGER5 (THE FOLLOWING SMALL APPLY UNO) LEDGER A (LA) - � 5YP. 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 TRU55E5). NOTE: THI5 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 SUBSTITUTE, 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.S. NAILS AT EA. STUD (16" O.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: TNI5 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL, A TRUSS 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 C (LC) - 12 5YP. (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W15IMP50N 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) - 12 5YP. (2) 2x8 PT W1(4) 5IMP50N 5D525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ 5IMP50N HU/HUG228 AT FACE ATTACHMENT OR HT5WI6 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - � 5YP. (2) 2x12 PT W/ 5/8'I 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. TRU55 (TYP. UNO AT PERPENDICULAR FLOOR TRU55 SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 02 SYP. 2x8 PT W/ 5/0" 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: THI5 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) 2x8 W/ (4) 5IMP50N 5D525412 SCREWS 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 CONNECTORS ARE ACCEPTABLE. LEDGER H (LC) - � SYP. (2) 2X8 PT W/ 1/2" DIA. X 8" TITANS AT 16" O.C. STAGGERED W/ 5IMP50N HU/NUC28 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" STAGGERED W1(1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (U 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) - 1`2 5YP. 2x4 PT W/ 1/4" DIA, X 3" TAPCON5 AT 4" O.C. STAGGERED W/(1) 5IMP50N 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 W10.131" DIA R.S. NAILS AT 3" O.C. LEDGER M (LM) - 02 5YP. 2X4 W/ (3) 5IMP50N 5D525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ (1) 51MF50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (U SIMPSON 143 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 5IMP50N HU/NUC28-2 OR HU/HUG28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRU55 ATTACHMENT RESPECTIVELY URO. 0(01118 L C_ L 1 Ul w . X) _J7 CJ1 =J7 =J7 =J7 =J7 J5 X� o ~ Q w w Q w CL �l Q w (Y Q o Z 21- cz w Q CJ oz� >-u U a_� W 'tNJ M C1 Y — ww J q PA = N 0 LfW (� u D CJ EJ7 EJ7 EJ7 2J3 X Z c� - EGi - ry w U I TJ1 J U I EJ7V EJ3A EJ 3A L EJ7VF EJ7 E, J7V EJ7VG J "' a N2 VAULT 7VC 7VB Ej ~ Q Q a_ E. E, 7VA �wQ!� L` Q a 1— E� Ll_ o �Js z 1 E. � EJ7 Fl w _ LL_ I-1 o0 E_ __J7 � E. EJ7 E_ EJ7 EJ7 E_ EJ7 C. CJ1 C_ CJ3 C,. I I If If It D _ Ftd Z�+ L L_ L D D D D �O CO 0� _ R D - w u < C < < < < < < CJ1A Nam, LD 14- 61 � ENO � J ~QPG JW\ =moo ~3 A a Q ce 3e C7 L� CJ1B yv� 7 D D D D D cn D D D D N c_ L � < < < < < < 7 7 7 7 7 7 7 7 7 3 5 1 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTORS CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 - 9 - l0d 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 H2.5A 600 535 10 - Bd RT7A 670 565 10 - 8d x 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - Sd x 1 1/2" E META20 1450 - 8 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d x 1 112" F HHETA20 2235 - 11 - 10d x 1 1/2" - - - - G H10A 1340 1015 I8 - 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" J HTTS 4350 3740 5/8" ANCH. / (26) 10d x 1 1/2" HTTS 3225 - 5/8" ANCH. / (28) 10d x 1 1/2" 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 718" 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 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 1/2" U MGT/MUGT 3965 3330 22 - 10d x (1) 5/8" ATR W/ 12" EMBED W/ SIMPSON "SET" EPDXY V LG72 2150 1850 (16) 16d SINKERS & (7) 1/4" x 2 1/4" TTENS LUGT2 1850 1810 (16) 10d NAILS & (5) 1/4" x 3" WEDGE BOLTS HTS20 1 1450 1245 24 - 10d x 1 1/2" HTW20 1530 1285 24 - 10d x 1 1/2" SPl 585 535 10 - 10d SPT22 685 - 8 - 10d SP2 1061 601 12-10d SFT24 1030 - 12-10d HCP2 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-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 VERTICALS OF (E) TRU55E5 ;�I I OR 2 PLY CARRIER I-a-O CLEAR GAP BETIUEEN (E3 TRUSSES (• *)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) TRU55 TO THE TOP CHORDS OF (A) TRU55E5 AT EVERY OTHER INTERSECTING POINT Of) 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 TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR FUN I OR 2 PLY CARRIER (A) _ NAILS AT 40" OC *. W/ 2x CONT. LEDGER IN LIEU OF PREFABRICATED NIP PLANING TRUSSES, (B) 2x4 5YP NO, 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 15 ALLOWED BETWEEN TRUSSES OR AT TRU55 INTERSECTIONS SPLICING. TO BE STAGGERED BETWEEN COMMON TRUSSES NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: 5EE SHEET D-I FOR ROOF FRAMING DETAILS NOTES: I, (2)12d TOENAILS EACH SIDE OF FLOOR TRU55 TO WALL OR BEAM BELOW TYP. AT INT. BEARING U.N.C. ALL TRU55 TO MA50NRY STRAPS TO BE O U.N.O. • ALL TRU55 TO FRAME STRAPS TO BE O U.N.O. `g,NNIK,q�F � GENSF / ii co:' NO. S 3 •y = STATE OF w • F� OF ss %l(�N � 1/4/111110\\\ ROOF FRAMING PLAN - A I SCALE: 1/4" - I'-0" Y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FWRMA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVLSBE VS.COM TAMPA • DENVER. w-a EST. 1994 III oil 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 4�e DREW J. MEISHEID, P.E. #83217 ASBED A. AVEDIKIAN, P.E. #86623 I 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 STH 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 !I CD Z CD O N 0 4-Jo cn M o C)�) (13L a U) Q U- Q M QV ca. 00 `-� ww o F- oz �o uo z Lu¢�� u z 0 0 oLu = 0 w z �0�LLI _j ZawO- c�o 0U Lu N C°zuj z0 r U o a gw Z a > z O,,� H V l af J z w°a z Iwo Wau_o u 2:Z oa°o N O -U0,Yu Z (� O °o~z aw Z N N �/ ��ag LL : ~o O ,--I di � o Lu z o Q Q a�� 00 Z Z Ln P 00 Z Z co a o 0 � :5 S om r, m a a SCALE : AS NOTED DATE : 4/9/2019 VERSION NO. 100 SHEET NO. 701