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EJ <br />EJ <br />EJ <br />E <br />E <br />5FIECIFICATION FOR LEI)GER5 <br />(THE FOLLOWING 5HALL APPLY U.N.O.) <br />LEDGER A (LA) - 02 5YP. 2x4 PT V 1/4" DIA. x 3" TAPCON5 AT 12" OC. SET AT 5HEATHIWj LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRJ65B). <br />NOTE: TH15 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRJ55 515TERED TO THE <br />WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). <br />LEDGER 5 (LB) - *2 SYR 2x4 W1 (3) 0.131" x 3-1/2" R.5. NAILS AT EA. STUD No" O.C. MAX.) SET AT 5HEATHIWj LEVEL FOR DIAPHRAGM EDGE NAILIWG (TYP. UNO). NOTE: THIS 15 A REQUIRED TERMINATION FOR <br />THE 5WEATHIWj DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRU55 515TERED TO THE WALL 16 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS <br />THAT TIRU% 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). <br />LEDGER C (LC) - 12 5YP. (2) 2x8 PT W1 5/8" DIA x 8" A.B. AT 12" O.C. STAGGERED W1 SIMP50N HUA4UC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARIWG AT EA. TRUSS (TYP. UNO). <br />ALTERNATE EQUAL OR BETTER CMCTOR5 ARE ACCEPTABLE. <br />LEDGER 1) (LD) - 02 SYP. (2) 2xb PT W1 (4) SIMP50N 5D5256W 5CREW5 AT EA. STUD (16" O.C. MAX,) W1 5IMP50N HU/HUC228 AT FACE ATTACHMENT OR HT5WIb AT TOP CHORE) BEARIWj AT EA. TRU55 (TYP. UNO). <br />ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. <br />LEDGER E (LE) - 02 SYR (2) 2xI2 PT W/ 5/8" DIA. x 8" AB, AT 12" O.C, STAGGERED W1 RN MIN. OR EQUAL AT TOP CHORD BEARING OR EQUAL AT FACE BEARIWj AT EA TRUSS (TYP. UNO AT PERPENDICULAR <br />FLOOR TRUSS SUPPORT ALONG MASONRY WALL). <br />LEDGER F (LF) - 12 SYR 2x8 PT W1 5/8" DIA. x 8" AB. AT 24" O.C. STAGGERED SET AT 5HEATHIWj LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MA50NRY AT <br />PARALLEL FLOOR TRJ55E5). NOTE: TH15 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A <br />TRUSS 515TEFZED 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.). <br />LEDGER 6 (LG) - 02 5YP. (1) 2x8 W1 (4) SIMP50N 5D525412 SCREWS AT EA. 5TUD No" O.C. MAX.) W1 5IMP50N HU44UC28 AT FACE ATTACHMENT OR WT516 AT TOP CHORD BEARIWG AT EA. TRJ55 (TYR UNO). <br />ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. <br />LEDGER H (LC) - 02 5YP. (2) 2X8 PT W1 1/2" DIA. X 8" TITAN$ AT 16" O.C. STAGGERED W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA TFJJ55 (TYP. UNO). <br />ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. <br />LEDGER I (LI) - "2 SYR 2X4 PT W1 1/4" DIA. X 3" TAPCM AT 6" STAGGERED W/ (1) SIMPSON LU624 AT FACE ATTACHMENT AT EACH TRJ56 BOTTOM CHORD AND (1) 5IMP50N H3 AT TOP CHORD ORIENTED <br />HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W1 TYPICAL EDGE NAILING PATTERN. <br />LEDGER J (LJ) - 02 5YP. 2x4 PT W1 1/4" DIA X 3" TAPCON5 AT 4" O.C. STAGGERED W1 (1) SIMP50N LU524 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHOW AND (1) 5IMP50N H3 AT TOP CHORD ORIENTED <br />HORIZONTALLY. ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER NAIL 5HEATHIWj TO LEDGER W1 0.131" DIA R.6, NAILS AT 3" O.C. <br />LEDGER M (LM) - 02 SYR 2X4 W1 (3) SIMPSON 5D525600 5CKW5 AT EA STUD No' O.C. MAX.) W1 (1) SIMPSON LU524 AT FACE ATTACHMENT AT EACH TRUSS 130TTOM CHORD AND (1) 5IMP50N H3 AT TOP CHOI;c <br />ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W1 TYPICAL EDGE NAILING PATTERN. <br />NOTE: AT LEDGERS C, 1) OR W, SIMP50N HU/HUC28-2 OR HU/HUG28-3 MAY BE USED FOR 2 FLY OR 3 PLY WAWGERED TRUSS ATTACHMENT, RESPECTIVELY, UND <br />orollia <br />> <br />> > > > > > I-_ <br />C:) 10 (y) <br />Lj d L3 < 4�t <i ;�i ;:f <br />:;i -ZE < <br />6 u (3 <br />0 <br />Lo <br />< <br />cil <br />,J3 <br />cj'� <br />,J5 <br />cj� <br />17 <br />E J <br />17 <br />E J <br />17 <br />1 <br />17 <br />EJ-, <br />17 <br />C6 <br />Q_ <br />Z Lj <br />�4 0_ <br />a- <br />EJ-) <br />:'J7 <br />7VC—=, <br />7VB— <br />7VA—= <br />LL_ <br />r::) <br />Lij <br />M <br />:3 C:] <br />- <br />0� <br />LLJ <br />CLI <br />EJ_ <br />E J <br />EJ-) <br />E J <br />Al <br />3/12 <br />VAULT <br />J7V-- <br />> <br />11 <br />A <br />E J <br />E J <br />EJ7VD <br />\ <br />n <br />EJ7VE <br />EJ7VF <br />x <br />x2 <br />0 <br />_j <br />Ej7VG <br />-Z <br />J7 <br />17 <br />C617' <br />CL <br />L3 f:::) <br />LJ <br />a- <br />Lo <br />> <br />x <br />x2 <br />L-i <br />< 0 <br />:--j7 <br />__j <br />Z <br />J7 <br />LJ <br />Q_ <br />L'j <br />-F <br />0� <br />[3 <br />-J3 <br />ICU <br />m In <br />u u u <br />u u <br />cil <br />CJ3 <br />EJ3 <br />E_13 <br />EJ3 <br />EJ3 <br />EJ3 <br />EJ3 <br />E_13 <br />ci <br />ii <br />UPLIFT CONNECTION CROSS-REFERENCE <br />4ARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />0 <br />CONNECTOR <br />FASTENERS <br />CONNECTOR <br />CAPAC17rY <br />FASTENERS <br />SsYp <br />I S" <br />SYP <br />SPF <br />A <br />HETA20 <br />1810 <br />9 - 10d x 11/2" <br />HTA20 <br />1615 <br />is8s <br />ID - 10d x 1 1/2" <br />B <br />HETA16 <br />1810 <br />- <br />9 - 10d x 11/2" <br />HTA16 <br />1615 <br />1585 <br />10 - 10d x 11/2" <br />c <br />H2.SA <br />600 <br />535 <br />10 - 8d <br />RT7A <br />670 <br />565 <br />10 - 8d x 11/2" <br />D <br />H3 <br />455 <br />320 <br />8 - 8d <br />RT3 <br />610 <br />525 <br />8 - 8d x 11/2* <br />E <br />META20 <br />1450 <br />8 - 10d x 11/2" <br />HTA20-18 <br />1400 <br />1400 <br />10 - 10d x 11/2" <br />F <br />HHETA20 <br />2235 <br />11 - 10d x 11/2" <br />- <br />- <br />- <br />G <br />HIM <br />1340 <br />1015 <br />18 - 10d x 11/2" <br />KT16A <br />1380 <br />1160 <br />9 - 10d x 11/2" & 8 - 10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. 1 (18) 10d x 1 1/2* <br />HTT4 <br />2715 <br />5/8" ANCH. I 10d x 1 1/2* <br />J <br />HT­r5 <br />4350 <br />3740 <br />15/8" ANCH. 1 (26) 10d x 11/2" <br />HTTS <br />3225 <br />5/8" ANCH. / (28) 10d x 11/2. <br />K <br />HD3B - <br />3130 <br />3D50 <br />5/8' DIA. BOLTS <br />TDX2-TZ <br />2345 <br />2 - 5/8' DIA. BOLTS <br />L <br />HD5B * <br />4505 <br />3785 <br />S/r ANCH. 3/'r STUD BOLTS <br />TOM <br />5320 <br />2 - 7/Ir DIA. BOLTS <br />M <br />HD7B * <br />6645 <br />5650 <br />7/6" ANCH. 3/4' STUD BOLTS <br />TDXIo <br />7845 <br />4 - 7/ir DIA BOLTS <br />N <br />LUS26 <br />1165/1070 <br />IODS/915 <br />8 - 10d x Y' <br />3LJS26 <br />1115/1060 <br />8 - 10d <br />P <br />HUS26 <br />1550/3335 <br />1335/2920 <br />20 - 16d x 3 1/2" <br />HUS26 <br />1925/3295 <br />20 - 16d x 3 1/2" <br />Q <br />HUS28 <br />2000/4220 <br />1720/312S <br />30 - 16d x 3 1/2" <br />HUS28 <br />2570/4345 <br />30 - 16d x 3 1/2" <br />R <br />MTS12 <br />— _10DO <br />860 <br />14 - 10d x 11/2" <br />MTW12 <br />1195 <br />1 1005 <br />14 - 10d x 11/2" <br />S <br />MTS16 <br />IODO <br />860 <br />14 - 10d x I I/Z' <br />MTW16 <br />1 1195 <br />1 1005 <br />14 - 10d x 11/2" <br />T <br />Krs2o <br />loDo <br />860 <br />14 - 10d x 11/2" <br />MTW20 <br />1 1195 <br />1 1005 <br />1 14 - 10d x 11/2" <br />U <br />MGr/MUGr <br />3965 <br />3330 <br />22 - 10d x (1) 5/9* ATR W/ 12" EMBED W/ SIMPSON "SEr EPDXY <br />V <br />LGT2 <br />2150 <br />1850 <br />(16) 16d SINKERS & <br />(7) 1/4" x 2 1/4" TrrENS <br />I= <br />1850 <br />1810 <br />(16) 10d NAILS & <br />(5) 1/4" x 3" WEDGE BOLTS <br />"X" <br />HTS20 <br />1450 <br />1245 <br />1 24 - 10d x 11/2" <br />HTW20 <br />1530 <br />1285 <br />24 - 10d x 11/2' <br />SPI <br />585 <br />535 <br />10 - 10d <br />SPT2.2 <br />685 <br />8 - 10d <br />SP2 <br />1065 <br />ws <br />12 - 10d <br />SPT74 <br />1030 <br />12 - 10d <br />HCP2 <br />1 645 <br />555 <br />1 12 - 10d x 11/2" <br />- <br />MINIMUM 3" MEMBER <br />REACTIONS ARE FOR ROOF LOADS ONLY <br />DO NCrr DRIVE NAILS THROUGH THETRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS USP CIA-7DODC <br />NOTE: DOUBLE FELT REqD ON ROOF PITCHES 3/12 & LOWER. <br />LOADS: <br />ROOF = L/360 <br />FLOOR = L/480 W/ 3/6' MAX DEFLECTION <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2" O.C. FOR HARDWOOD & TILE AREAS & 24" O.C. FOR CARPET AREAS. <br />DROP HIP DETAIL. <br />2-0-0 MAXIMUM 5PAGING ON VERTICAL5 OF (5) T"5E5 <br />1-5-0 CLEAR GAP BETWEEN (5) TRU55E5 (+/- (o") <br />(o e) FASTEN EACH (B) TRUSS WEB TO EACH (A) TIRU66 TOP CHORD AT EVERY <br />INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP <br />CHORDS OF EACH (5) TRIJ56 TO THE TOP CHORDS OF (A) TRU56E5 AT EVERY <br />OTHER INTERSECTING POINT (,,) INTERSECTIWi POINT TO BE FASTENED WITH 2-15d <br />COMMON NAILS OR 0.128 x 3" GUN NAILS. FASTEN BOTTOM CHOW OF (5) TRUSS TO C55� <br />TOP CHORD OF CARRIER TRI 155 WITH THE 6AME SPECIFIED COMM NAII A OR Fl IN <br />KAIL5 AT 46" OG W1 2x CONT. LEDGER <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 5YP NO. 2 OR NO. 2 PT <br />STICK LUMBER (LAID FLAT W15E) MAY BE USED. FOLLOW FASTENING SCHEDULE A$ <br />DEFINED FOR HIP PLANIWj TRUSSES RI. <br />STICK FRAMIWs SPLICING 15 ALLOWED BETWEEN TRU56E5 OR AT TRUSS <br />INTERSECTIONS 5PLIC(Wj. <br />TO BE STAGGERED BETWEEN COMMON TRJ55E5 NO CAT$ REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 54" ON A HORIZONTAL PROJECTION <br />NOTE: 5EE 5HEET D-1 FOR ROOF FRAMING I)ETAIL5 <br />NOTES; <br />1. (2)12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW TYF. AT INT. BEARING UN.O. <br />ALL TRUSS TO MASONRY STRAPS TO BE /-,&\ <br />\:,j U.N.O. <br />/_v\ <br />ALL TRJ55 TO FRAME STRAP$ TO BE \.:�/ U.N.0, <br />I OR 2 PLY <br />CARRIER <br />—(A) <br />S�' <br />v'r <br />% <br />ROOF FRAMING PLAN - B <br />SCALE: 1/4" : V-0" <br />Ir____=_ <br />lz <br />DAVIS BEWS <br />DESIGN GROVP <br />L50 STATE STREET EAST <br />CWMWk, RADROA 34677 <br />813. 925.1300 TIEL <br />813. 925. 1800 FAX <br />M(\?VW"AVV0EVVS,C,0M <br />TAA4PA e E:)E2qVF-F_ <br />EST. 1994 <br />VORTEx ENGINEERING, LLC. <br />607 S. ALEXANDER ST., SUITE 103 <br />PLANT CITY, FLORIDA 33563 <br />813.704.4842 <br />COA 28035 <br />PAUL D. KIDWELL, P.E. #52683 <br />ANDREW J. MEISHEID, P.E. #83217 <br />1 HEREBY CERTIFY THAT I HAVE REVIEWED THE <br />ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE <br />WITH SECTION R301 OF THE FLORIDA BUILDING CODE, <br />RESIDENTIAL 6TH EDITION (2017). <br />THE ENGINEER HAS NOT REVIEWED THE <br />PRE-ENGINEERED TRUSS MANUF. LAYOUT TO <br />DETERMINE ANY LOAD BEARING CONDITIONS AND <br />RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER <br />TRUSS LOAD INFORMATION IS SUPPLIED TO THE <br />ENGINEER. <br />SEALED FOR STRUCTURE ONLY <br />0 <br />0 <br />fl,4 <br />0 <br />:!e c:) <br />Z> <br />(0 Ln <br />tn <br />vi <br />4) �2 Ln <br />L_ U- <br />CL <br />(a <br />CL 00 <br />z E <br />z fo <br />w LZ F- <br />U Q <br />_j 0 <br />�z <br />9 <br />UJ <br />z <br />zoo <br />U C-) <br />Zz <br />0 _j LLI <br />ce 2: _j <br />CL 0 LO <br />2 2 ',%L e) <br />C14 <br />w <br />z z <br />0 <br />Z <br />U <br />Lu Z <br />> <br />0 j <br />u V) 0 <br />uj �< <br />ce _j <br />ZF�-_ a :a! <br />z 5__ <br />< w <br />Lu <br />o 2: <br />LL <br />11714 LL OR 8 <br />Ln r-%% u- <br />0 ,j 0 Z <br />Lu LLJ C <br />F_ <br />r*lk% 0<0 <br />00 z <br />Z r*4 0 ui <br />z C14 <br />LU In cc < tn 0 <br />< z <br />< <br />In LLJ <br />00 Lu uj <br />ce <br />< <br />N z z <br />r_f _j le <br />co oo Z z ui 8 <br />:5 :5 829 <br />rn CK 0- <br />SCALE AS NOTED <br />DATE 2/12/2019 <br />VERSION NO. <br />loo <br />SHEET NO. <br />702 <br />