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<br />5PECIFICATION FOR LEDGER5
<br />(THE FOLLOWING 5HALL APPLY U.N.O.)
<br />LEDGER A (LA) - 12 5YP. 2x4 PT V 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 TRI.65B).
<br />NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL. A TIRU55 515TERED TO THE
<br />WALL 16 —NOT AN ACCEPTABLE SUBSTITUTE, UNLE65 THAT TRJ65 15 ATTACHED TO THE WALL IN LIKE MANNER TO TWAT INDICATED FOR THE LEDGER (MIN.).
<br />LEDGER 5 (LB) - *2 5YP. 2x4 W1 (3) 0.131" x 3-1/2" R.5. NAILS AT EA. STUD (16" O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO) NOTE: TH15 15 A REQUIRED TERMINATION FOR
<br />THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED To THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS
<br />THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.).
<br />LEDGER C (LC) - #2 SYR (2) 2x8 PT W1 5/5" DIA x 8" A5. AT 12" O.C. STAGGERED W1 SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSIb AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO).
<br />ALTEWATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE.
<br />LEDGER D (LD) - 12 5YP, (2) 26 PT W1 (4) 5IMP60N 6D525bOO SCREWS AT EA, STUD (16" O.C. MAX.) W1 SIMPSON HU/HUG228 AT FACE ATTACHMENT OR HT5WIb AT TOP CHORD BEARING AT EA. TRU65 (TYP. UNO).
<br />ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE.
<br />LEDGER E (LE) - #2 6YP. (2) 2xI2 PT W1 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W1 RT4 MIN. OR EQUAL AT TOP CHOW BEARING OR EQUAL AT FACE BEARING AT EA. TRU55 (TYP. UNO AT PERPENDICULAR
<br />FLOOR TRUSS SUPPORT ALONG MA50NRY WALL).
<br />LEDGER F (LF) - 12 5YP. 26 PT W1 51b" DIA. x 6" A.B. AT 24" O.C. 5TAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MA50NRY AT
<br />PARALLEL FLOOR TRUSSES). NOTE: TH15 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL. A
<br />TRIJ55 515TEKD TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TIRU55 16 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.).
<br />LEDGER G (LG) - #2 5YP. (1) 2x8 W1 (4) 5IMP50N 5D525412 SCREWS AT EA. STUD (16" O.C. MAX.) W1 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO).
<br />ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE.
<br />LEDGER H (LC) - 12 5YP. (2) 2X5 PT W1 1/2" DIA. X 5" TITANS AT 16" O.C. STAGGERED W1 5IMP50N HU/WUC28 AT FACE ATTACHMENT OR HT51b AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO).
<br />ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE.
<br />LEDGER I (LI) - 12 5YP. 2X4 PT W1 1/4" DIA. X 3" TAPCON5 AT 6" STAGGERED W1 (1) SIMPSON LU524 AT FACE ATTACHMENT AT EACH M55 BOTTOM CHORE) AND (1) SIMPSON H3 AT TOP CHORD ORIENTED
<br />HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND L30TTOM LEDGER, NAIL SHEATHING TO LEDGER W1 TYPICAL EDGE NAILING PATTERN.
<br />LEDGER J (LJ) - `2 5YP. 2x4 PT W1 1/4" DIA. X 3" TAPCON5 AT 4" O.C. STAGGERED W1 (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (1)51MPSON H3 AT TOP CHORD ORIENTED
<br />HORIZONTALLY. ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W1 0.131" DIA R.6. NAILS AT 3" O.C.
<br />LEDGER M (LM) - 02 5YP. 2X4 W1 (3) 5IMP50N 5D525bOO SCREWS AT EA. STUD (Ib" O.C. MAX.) W1 (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRI,155 BOTTOM CHORD AND (1) 5IMP50N H3 AT TOP CHORD
<br />ORIENTED HORIZONTALLY, ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W1 TYPICAL EDGE NAILING PATTEI;N.
<br />NOTE: AT LEDGERS C, D OR H, 5IMP50N HU/HUC28-2 OR HU/HUG28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRI,155 ATTACHMENT, RESPECTIVELY, UND.
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<br />UPLIFT CONNECTION CROSS-REFERENCE
<br />MARK
<br />SIMPSON STRONG TIE
<br />USP MANUFACTURING, INC.
<br />0
<br />CONNECTOR
<br />CAPACITY
<br />FASTENERS
<br />CONNECTOR
<br />CAPACITY
<br />FASTENERS
<br />SYP
<br />SPF
<br />SYP
<br />SPF
<br />A
<br />HETA20
<br />1810
<br />9- 10dx 1 ilr
<br />KTA20
<br />1615
<br />ism
<br />10 - 10d x I ilr
<br />B
<br />HETA16
<br />1810
<br />9 - 10d x 11/2"
<br />HTA16
<br />1615
<br />1585
<br />10 - 10d x 11/2"
<br />C
<br />H2.SA
<br />6DO
<br />53S
<br />10 - Sd
<br />RT7A
<br />670
<br />565
<br />10 - Bd x 11/2"
<br />D
<br />H3
<br />455
<br />320
<br />8 - Bd
<br />RT3
<br />610
<br />52S
<br />8 - 8d x 11/2"
<br />E
<br />META20
<br />1450
<br />-
<br />8 - 10d x 11/2"
<br />HTA20-18
<br />1400
<br />1400
<br />10 - 10d x 11/2"
<br />F
<br />HHETA20
<br />223S
<br />-
<br />11 - 10d x 11/2"
<br />-
<br />G
<br />HIGA
<br />1340
<br />1015
<br />18 - 10d x 1 11r
<br />RTI6A
<br />1380
<br />1160
<br />9 - 10d x 1 1/2"& 8 - 10d
<br />H
<br />HTT4
<br />3610
<br />3105
<br />5/8" ANCH. / (18) 10d x 11/2"
<br />HTT4
<br />2715
<br />S/8"ANCH. / 10d x 11/2"
<br />3
<br />HTTS
<br />4350
<br />3740
<br />5/8" ANCH. / (26) 10d x 1 1/2"
<br />HTTS
<br />3225
<br />5/8" ANCH. / (28) 10d x I i/r
<br />K
<br />HD3B
<br />3130
<br />30SO
<br />S/r DIA. BOLTS
<br />TDX2-TZ
<br />2345
<br />2 - 5/8' DLAL BOLTS
<br />L
<br />HD58
<br />4505
<br />3785
<br />5/8" ANCH. 314- STUD BOLTS
<br />TDX6
<br />5320
<br />2 - 7/8' DIA. BOLTS
<br />M
<br />HD78
<br />6645
<br />5650
<br />7/8" ANCH. 3/4' STUD BOLTS
<br />TDX10
<br />7845
<br />4 - 7/8' DIA BOLTS
<br />N
<br />LUS26
<br />1165/1070 —
<br />1005191S
<br />8 - 10d x 3"
<br />JUS26
<br />1115/1060
<br />8 - 10d
<br />P
<br />HLIS26
<br />1550/3335 "
<br />1335/2820
<br />20 - 16d x 3 1/2'
<br />HUS26
<br />1925/3295
<br />2D - 16d x 3 1/2
<br />Q
<br />HLIS28
<br />2000/4Z20
<br />1720/3125
<br />30 - 16d x 3 1/2"
<br />HUS28
<br />2570/4345
<br />30 - 16d x 3 1/2'
<br />R
<br />MTS12
<br />1000
<br />860
<br />14 - 10d x 1112"
<br />MTW12
<br />1195
<br />loos
<br />14 - 10d x 11/2-
<br />S
<br />MTS16
<br />1000
<br />860
<br />14 - 10d x 11/2"
<br />MTW16
<br />1195
<br />1005
<br />14 - 10d x 11/2"
<br />T
<br />MTS20
<br />1000
<br />sw
<br />14 - 10d x 11/2"
<br />Krw2o
<br />i1gs
<br />I iws
<br />14 - 10d x 11/2"
<br />U
<br />MGT/MUGT
<br />3966
<br />3330
<br />22 - 10d x (1) S/8" 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 2 114" TITENS
<br />LUGT2
<br />Isso
<br />1810
<br />(16) 101 NAILS &
<br />(5) 1/4" x 3" WEDGE BOLTS
<br />.X.
<br />HTS20
<br />1450
<br />1245
<br />24 - 10d x 11/2"
<br />HTW20
<br />1530
<br />1285
<br />24 - 10d x 1112"
<br />SPI
<br />SOS
<br />535
<br />10 - 10d
<br />SPT22
<br />685
<br />8 - 10d
<br />SP2
<br />1065
<br />605
<br />12 - 10d
<br />SPT24
<br />1030
<br />12 - 10d
<br />HCP2
<br />645
<br />555
<br />1 12 - 10d x 11/2'
<br />MINIMUM 3 - MEMBER
<br />RFACTIONS ARE FOR ROOF LOADS ONLY
<br />DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF- THE TRUSS.
<br />ALL EPDXY ANCHORS USP CIA-70DOC
<br />NOTE: DOUBLE FELT REqD ON ROOF PITCHES 3/12 & LOWER.
<br />LOADS,
<br />ROOF = L/360
<br />FLOOR = LJ48D W/ 3/8" MAX DEFLECTION
<br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2" D.C. FOR HARDWOOD & TILE AREAS & 24" D.C. FOR CARPET AREAS.
<br />DROP HIP DETAIL
<br />2-0-0 MAXIMUM 5PACING ON VERTICAL5 OF (B) TRU55E5
<br />1-5-0 CLEAR GAP BETWEEN (5) TRU55E5 611)
<br />(o 9) FASTEN EACH (5) TRUSS *5 TO EACH (A) TRU55 TOP CHORD AT EVERY
<br />INTERSECTING POINT SHOWN ON THE HIP TRU65 SYSTEM BELOW. FASTEN TOP
<br />CHORDS OF EACH (5) TRJ55 TO THE TOP CHORDS OF (A) TRU55E5 AT EVERY
<br />OTHER INTERSECTING POINT 09 INTERSECTING POINT TO BE FASTENED WITH 2-15d
<br />COMMON NAILS OR 0.128 x 3" CiN NAILS. FASTEN 130TTOM CHORD OF (5) TRU55 TO
<br />TOP CHORD OF CARRIER TK56 WITH THE SAME SPECIFIED COMMON NAILS OR FUN I OR 2 PLY CARRIER
<br />x C L DG
<br />NAILS AT 48" OC !WI2x CONT, LEDGER
<br />IN LIEU OF PREFABRICATED HIP PLANING TRI65ES, (5) 2x4 5YP NO. 2 OR NO. 2 PT
<br />17 STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS
<br />DEFINED FOR HIP PLANING TRUSSES RI.
<br />STICK FRAMING SPLICING 15 ALLOWED BETWEEN TRUSSES OR AT TK55
<br />17 INTER6ECTION5 SPLICING.
<br />TO BE STAGGERED BETWEEN COMMON TRUSSES NO CATS REQUIRED UNDER STICK
<br />17 FRAMING SPLICING.
<br />MINIMUM LENGTH OF STICK FRAMING TO BE 5'-V ON A HORIZONTAL PROJECTION,
<br />17 NOTE: 5EE 5HEET D-1 FOR ROOF FRAMING DETAIL5
<br />17
<br />17
<br />17
<br />BED
<br />[LOCKING
<br />NOTES:
<br />1. (2)12cl TOENAILS EACH SIDE OF FLOOR TRA55 TO WALL OR BEAN
<br />BELOW TYP. AT INT. BEARING UN.O.
<br />a ALL TRUSS TO MA60NRY 5TRAPS TO BE UND.
<br />.21
<br />\"—\ URO.
<br />a ALL TRJ55 TO FRAME STRAPS TO BE /v2/
<br />I OR 2 PLY
<br />CARRIER
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<br />ROOF FRAMING PLAN - A
<br />SCALE: 1/4" - 1'-0"
<br />DAVIS BEWS
<br />VP
<br />DESIGN GNO Ll
<br />ISO STATE STPJMT EAST
<br />OUCISM& RXADA 3077
<br />813. 925. L300 TEL
<br />80. 925. 1800 FAX
<br />V4"V*'W�DAVRiBEVVSr_j0M
<br />'r,kh4PA e E>E!qVFP-
<br />EST 1994 ezz�_
<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 />' HEREBY CERTIFY THAT I HAVE REVIEWED THE
<br />ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE
<br />WITH SECTION R301 OF THE FLORIDA BUILDING CODE,
<br />RESIDENTIAL STH EDITION (2017).
<br />THE ENGINEER HAS NOT REVIEWED THE
<br />PRE-ENGINEERED TRUSS MANUF. LAYOUTTO
<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
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<br />SCALE AS NOTED
<br />DATE 10/4/2018
<br />VERSION NO.
<br />100
<br />SHEET NO.
<br />7ml
<br />
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