|
E
<br />E
<br />EJ
<br />EJ
<br />EJ
<br />C 7 C-1 C�
<br />yV - W Ul
<br />5PEGIFICATION FOR LEDGER5
<br />(THE FOLLOWING 5�ALL APPLY U.N.O.)
<br />LEDGER A (LA) - 12 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 TRUSSES).
<br />NOTE: THI5 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 515TERED TO THE
<br />WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.).
<br />LEDGER B (LB) - "2 5YP. 2x4 W/ (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: THI5 15 A REQUIRED TERMINATION FOR
<br />THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55
<br />THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.).
<br />LEDGER C (LC) - 112 5YP. (2) 2x8 PT W/ 5/8" DIA, x 8" A5. AT 12" O.C. STAGGERED W/ 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 D (LD) - 12 5YP. (2) 28 PT W/ (4) 5IMP50N 5D525600 SCREWS AT EA. STUD (16" O.C. MAX.J W/ 5IMP50N HU/HUG228 AT FACE ATTACHMENT OR HT51I6 AT TOP CHORD BEARING AT EA, TRUSS (TYP. UNO).
<br />ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE.
<br />LEDGER E (LE) - 1`2 5YP. (2) 2x12 PT W/ 5/0" 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
<br />FLOOR TRU55 SUPPORT ALONG MA50NRY WALL).
<br />LEDGER F (LF) - 12 5YP. 2x8 PT W/ 5/8" 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
<br />PARALLEL FLOOR TRUSSES). NOTE: THI5 1S A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A
<br />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.J.
<br />LEDGER G (LG) - 12 5YP. (1) 28 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).
<br />ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE.
<br />LEDGER H (LG) - 12 5YP. (2) 2X8 PT W/ 1/2" DIA. X 8" TITANS AT 16" O.C. STAGGERED W/ 51MP50N HU/HUG28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO),
<br />ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE.
<br />LEDGER I (LI) - 12 SYP. 2X4 PT W/ 1/4" DIA, X 3" TAPGON5 AT 6" 5TAGGERED W/ (I) 51MFI50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (0 51MP50N H3 AT TOP CHORD ORIENTED
<br />HORIZONTALLY, ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ TYPICAL EDGE NAILING PATTERN.
<br />LEDGER J (LJ) - #2 5YP. 2x4 PT W/ 1/4" DIA. X 3" TAPGON5 AT 4" O.C. STAGGERED W/ (1) SIMPSON LU524 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHORD AND (1) 5IMP50N H3 AT TOP CHORD ORIENTED
<br />HORIZONTALLY. ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W/ 0.131" DIA R5. NAILS AT 3" O.C.
<br />LEDGER M (LM) - 12 5YP, 2X4 W/ (3) 5IMP5ON 5D525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 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 W/ TYPICAL EDGE NAILING PATTERN.
<br />NOTE: AT LEDGERS C, D OR H, 5IMP50N HU/HUG28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRU55 ATTACHMENT, RESPECTIVELY UN.O.
<br />061110
<br />L L
<br />W _
<br />n)
<br />N c,
<br />7J7
<br />7J7
<br />7J7
<br />7 J 7
<br />mLD^
<br />�
<br />q
<br />� LLJ
<br />z C _
<br />GC D-
<br />7 J 7
<br />Q
<br />J
<br />ry ED
<br />LL_ C✓
<br />Q
<br />3J5
<br />x2
<br />X
<br />q
<br />W
<br />�C_
<br />LL_
<br />z
<br />L7
<br />W
<br />J3
<br />:J1
<br />(�
<br />LL
<br />ED L7
<br />J
<br /><
<br />m
<br />m
<br />EJ7VE
<br />EJ7VF
<br />I
<br />x2
<br />X
<br />�`
<br />D
<br />1
<br />EJ7VG
<br />EJ7VD
<br />EJ;
<br />J7V
<br />C1J �
<br />J
<br />"'
<br />EJ;
<br />3/12
<br />VAULT 9
<br />7VC
<br />7 V B
<br />�
<br />�1
<br />W
<br />0_
<br />C_
<br />EJ,
<br />E J;
<br />3
<br />c<i
<br />m
<br />—
<br />-
<br />--
<br />--
<br />7VA
<br />I._
<br />a
<br />Q
<br />EJ;
<br />LL_
<br />�
<br />JJ5
<br />C]
<br />EJ;
<br />Q
<br />=J7
<br />C_
<br />Q
<br />Q
<br />�
<br />EJ;
<br />=J7
<br />EJ,
<br />=J7
<br />EJ;
<br />=J7
<br />EJ,
<br />7J7
<br />EJ,
<br />7J7
<br />CJ:
<br />:J1
<br />CJ`.
<br />:J3
<br />CJ1
<br /><
<br />D D
<br />D c_ 1- C_ D �D 00 0S 4�1 W D
<br />W Ul CD < < < < < < <
<br />D_ D DD D D D D D D ]> n n n ry
<br />< < < fll W Ul � . Ul coL_
<br />_ ON
<br />< < < �
<br />EJ3
<br />EJ3
<br />EJ3
<br />EJ3
<br />EJ3
<br />EJ3
<br />EJ3
<br />CJ3
<br />CJ1
<br />CJ3
<br />EJ
<br />CJ1
<br />UPLIFT CONNECTION CROSS-REFERENCE
<br />MARK
<br />SIMPSON STRONG TIE
<br />USP MANUFACTURING, INC.
<br />O
<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 />-
<br />9 - 10d x 1 1/2"
<br />HTA20
<br />1615
<br />1585
<br />10 - 10d x 1 1/2"
<br />B
<br />HETA16
<br />1810
<br />-
<br />9 - 10d x 1 1/2"
<br />HTA16
<br />1615
<br />1585
<br />10 - 10d x 1 1/2"
<br />C
<br />H2.5A
<br />600
<br />535
<br />10 - 8d
<br />RT7A
<br />670
<br />565
<br />10 - 8d x 1 1/2"
<br />D
<br />H3
<br />455
<br />320
<br />8 - 8d
<br />RT3
<br />610
<br />525
<br />8 - 8d x 1 1/2"
<br />E
<br />META20
<br />1450
<br />-
<br />8 - 10d x 1 1/2"
<br />HTA20-18
<br />1400
<br />1400
<br />30 - 10d x 1 1/2"
<br />F
<br />HHEFA20
<br />2235
<br />-
<br />11 - 10d x 1 1/2"
<br />-
<br />-
<br />-
<br />-
<br />G
<br />H10A
<br />1340
<br />1015
<br />18 - 10d x 1 1/2"
<br />RT16A
<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 1 1/2"
<br />HTT4
<br />2715
<br />-
<br />5/8" ANCH. / 10d x 1 1/2"
<br />J
<br />HTT5
<br />4350
<br />3740
<br />5/8" ANCH. / (26) 10d x 1 1/2"
<br />HTT5
<br />3225
<br />-
<br />5/8" ANCH. / (28) 10d x 1 1/2"
<br />K
<br />HD3B *
<br />3130
<br />3050
<br />5/8" DIA. BOLTS
<br />TDX2-7Z
<br />2345
<br />-
<br />2 - 5/8" DIA, BOLTS
<br />L
<br />HD5B *
<br />4505
<br />3785
<br />5/8" ANCH. 3/4" STUD BOLTS
<br />TDX6
<br />5320
<br />-
<br />2 - 7/8" DIA. BOLTS
<br />M
<br />HD7B *
<br />6645
<br />5650
<br />7/8" ANCH. 3/4" STUD BOLTS
<br />TDX10
<br />7845
<br />-
<br />4 - 7/8" DIA BOLTS
<br />N
<br />LUS26
<br />1165/1070 **
<br />1005/915 **
<br />8 - 10d x 3"
<br />JUS26
<br />1115/1060 **
<br />-
<br />8 - 10d
<br />P
<br />HUS26
<br />1550/3335 **
<br />1335/2820 **
<br />20 - 16d x 3 1/2"
<br />HUS26
<br />1925/3295
<br />-
<br />20 - 16d x 3 112"
<br />Q
<br />HUS28
<br />2000/4220 **
<br />1720/3125 **
<br />30 - 16d x 3 1/2"
<br />HUS28
<br />2570/4345
<br />-
<br />30 - 16d x 3 1/2"
<br />R
<br />MTS12
<br />1000
<br />860
<br />14 - 10d x 1 1/2"
<br />MTW12
<br />1195
<br />1005
<br />14 - 10d x 1 1/2"
<br />S
<br />MTS16
<br />1000
<br />860
<br />14 -10d x 1 1/2"
<br />MTW16
<br />'Mi
<br />1195
<br />1005
<br />14 - 10d x 1 1/2"
<br />T
<br />MTS20
<br />1000
<br />860
<br />14 - 10d x 1 1/2"
<br />20
<br />1195
<br />1005
<br />14 - 10d x 1 1/2"
<br />U
<br />MGT/MUGT
<br />3965
<br />3330
<br />22 - 10d x (1) 5/8" ATR W/ 12" EMBED W/ SIMPSON "SET" EPDXY
<br />V
<br />LGT2
<br />2150
<br />1850
<br />(16) 16d SINKERS &
<br />(7) 1/4" x 2 1/4" TITENS
<br />LUGT2
<br />1850
<br />1810
<br />(16) 10d NAILS &
<br />(5) 1/4" x 3" WEDGE BOLTS
<br />HTS20
<br />1450
<br />1245
<br />24 - 10d x 1 1/2"
<br />HTW20
<br />1530
<br />1285
<br />24 - 10d x 1 112"
<br />SPl
<br />585
<br />535
<br />10 - 10d
<br />SPT22
<br />685
<br />-
<br />8 - 10d
<br />SP2
<br />1065
<br />605
<br />12 - Wd
<br />SPT24
<br />1030
<br />-
<br />12 - 10d
<br />HCP2
<br />1 645
<br />555
<br />1 12 - 10d x 1 1/2"
<br />-
<br />-
<br />-
<br />-
<br />MINIMUM 3" MEMBER
<br />REACTIONS 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-7000C
<br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER.
<br />LOADS:
<br />ROOF = L/360
<br />FLOOR = L/480 W/ 3/8" 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 5PACING ON YERTICAL5 OF (B) TRU55E5
<br />1-5-0 CLEAR GAP 5ETWEEN (5) TRU55E5 (+/- 6")
<br />(• •)FASTEN EACH (5) TRU55 WEB TO EACH (A) TRU55 TOP CHORD AT EVERY (*)-
<br />INTERSECTING POINT SHOWN ON THE HIP TRU55 SYSTEM BELOW. FASTEN TOP
<br />CHORDS OF EACH (5) TRU55 TO THE TOP CHORDS OF (A) TRU55E5 AT EVERY
<br />OTHER INTERSECTING POINT (*�) INTERSECTING POINT TO BE FASTENED WITH 2-15d
<br />COMMON NAILS OR 0.128 x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (5) TRU55 TO
<br />TOP CHORD OF CARRIER TRU55 WITH THE SAME SPECIFIED COMMON NAILS OR FUN I OR 2 P5LEDGER
<br />NAILS AT 48" OC (*). W/ 2x CO
<br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (6) 2x4 5YP NO.2 OR NO, 2 PT
<br />5TICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE 45
<br />DEFINED FOR HIP PLANING TRU55E5 Rl.
<br />5TICK FRAMING 5PLICING IS ALLOWED BETWEEN TRUSSES OR AT TRU55
<br />INTERSECTIONS SPLICING.
<br />TO BE STAGGERED BETWEEN COMMON TRU55E5 NO CATS REQUIRED UNDER STICK
<br />FRAMING SPLICING.
<br />MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION
<br />NOTE: 5EE SHEET D-1 FOR ROOF FRAMING DETAILS
<br />NOTES:
<br />I. (2)12d TOENAILS EACH SIDE OF FLOOR TRU55 TO WALL OR BEAM
<br />BELOW TYP. AT INT. BEARING UNO.
<br />ALL TRU55 TO MASONRY STRAPS TO BE O U.N.O.
<br />ALL TRU55 TO FRAME STRAPS TO BE 0 UN.O.
<br />I OR 2 PLY
<br />CARRIER
<br />(5)
<br />-(A) -
<br />ROOF FRAMING PLAN - B.
<br />SCALE: 1/4" : I'-0"
<br />DAVIS BEWS
<br />DESIGN GROVP
<br />150 STATE STREET EAST
<br />OLDSMAR, FLOR,IDA 346T1
<br />813.925.1300 TEL
<br />813.925.1800 FAX
<br />W W W.DAVLSBEWS.COM
<br />TAMPA DE1V VER..
<br />�� EST. 1994
<br />111
<br />11l �11
<br />VORTEX ENGINEERING, LLC.
<br />607 S. ALEXANDER ST., SUITE 103
<br />PLANT CITY, FLORIDA 33563
<br />1.877.6VORTEX (686-7839)
<br />COA 28035
<br />PAUL D. KIDWELL, P.E. #52683
<br />NDREW J. MEISHEID, P.E. #83217
<br />ASBED A. AVEDIKIAN, P.E. #86623
<br />I HEREBY CERTIFY THAT I HAVE REVIEWEDTHE
<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 />O
<br />Z O
<br />N
<br />O4-J-' O
<br />7 (� M O
<br />Ln
<br />z WILL
<br />C
<br />Q U Q00
<br />.0
<br />Z�F-
<br />W Wo
<br />J �
<br />O Z
<br />o
<br />14
<br />za
<br />w¢��
<br />Uz00
<br />zLL,<
<br />=0 z
<br />=°X_j
<br />a
<br />z aWLLo
<br />UU Lu 04
<br />`azLu
<br />z o,
<br />^ ry
<br />L1. z
<br />Z 0 a
<br />V
<br />W z
<br />O
<br />U UO
<br />Zw0Q
<br />�aC/
<br />0wo
<br />1w
<br />wa.LL
<br />L0
<br />U Q � Z
<br />pQLO
<br />pzozU
<br />O a~Ya
<br />z 00 N oCLZ
<br />Cy w
<br />Z N ^' ce OCw7¢o
<br />J .--i l V j� j 8 0
<br />W W
<br />NLu Luz�
<br />rn Q Q Z)
<br />Z Z00 a�o
<br />g g
<br />� aom
<br />r, m Iz a
<br />SCALE : AS NOTED
<br />DATE : 4/9/2019
<br />VERSION NO.
<br />100
<br />SHEET NO.
<br />7m2
<br />
|