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5PEGIFICATION FOR LEDGER5
<br />(THE FOLLOWING 5HALL APPLT UN.O.)
<br />LEDGER A (LA) - 02 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 TRU55E5).
<br />NOTE: TH15 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL, A TRU55 515TERED TO THE
<br />WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRJ65 16 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATE[) FOR THE LEDGER (MIN.).
<br />LEDGER 5 (LB) - 12 5YP. 2x4 W1 (3) 0.131" x 3-1/2" R.5. NAILS AT EA. STUD (I(o" O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: TH15 15 A REQUIRED TERMINATION FOR
<br />THE 5HEATPIWj DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TW55 515TERED TO THE WALL 15 NOT AN ACr-EPTABLE SUBSTITUTE, UNLE55
<br />THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.).
<br />LEDGER C (LC) - 12 5YP, (2) 26 PT W1 5/8" DIA x 8" A3, AT 12" O.C. 5TAGGERED W1 5IMP5ON HUA4UG28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TW55 (TYP. UNO).
<br />ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE.
<br />LEDGER D (LD) - #2 5YP. (2) 2xb PT W1 (4) 6IMP50N 5D525600 SCREWS AT EA. STUD (16" O.C. MAX.) W1 SIMPSON HU/HUG228 AT FACE ATTACHMENT OR HT5WI& AT TOP CPORD BEARING AT EA. TR�56 (TYP. UNO).
<br />ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE.
<br />LEDGER E (LE) - *2 5YP, (2) 2xI2 PT W1 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W1 RT4 MIN, OR EQUAL AT TOP CHORD BEARING OR EQUAL AT FACE BEARING AT EA. TRU55 (TYR UNO AT PERPENDICULAR
<br />FLOOR TW55 SUPPORT ALONG MA50NRY WALL).
<br />LEDGER F (LF) - 1`2 5YP. 26 PT W1 5/8" DIA. x 8" AB, AT 24" O.C, 5TAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYR. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT
<br />PARALLEL FLOOR TRU55E5). NOTE: TI-11515 A REQUIRED TEWINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL. A
<br />TW55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRJ55 16 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.).
<br />LEDGER G (LG) - 12 5YP. (1) 26 W1 (4) 5IMP50N 5D525412 5CRM AT EA, STUD (16" O.C. MAX.) W1 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT51(o AT TOP CHORE) BEARING AT EA. TW55 (TYP. UNO).
<br />ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE.
<br />LEDGER q (LC) - 12 5YP, (2) 2X8 PT W1 1/2" DIA. X 8" TITANS AT 16" O.C. STAGGERED W1 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT51(o AT TOP CHORD BEARING AT EA. TFIJ55 (TYP. UNO),
<br />ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE,
<br />LEDGER I (LI) - 02 5YP. 2X4 PT W1 1/4" DIA. X 3" TAPCON5 AT 6" STAGGERED W1 (1) SIMP50N LU624 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (1) 5IMP50N H3 AT TOP CHORD ORIENTED
<br />HOR]ZONTALLY. 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) - #2 5YP. 2x4 PT W1 1/4" DIA. X 3" TAPCON5 AT 4" OC. STAGGERED W1 (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRJ55 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 W1 0.131" DIA R.5. NAILS AT 3" O.C.
<br />LEDGER M (LM) - 12 5YP. 2X4 W1 (3) 5IMP50N 5D525600 5GREW5 AT EA. STUD (16" OL, MAX.) W1 (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (1) 51MPX-^N H3 AT TOP CHORD
<br />ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL 5PEATHING TO LEDGER W1 TYPICAL EDGE NAILING PATTERN,
<br />NOTE: AT LEDGERS C, D OR P, 5IMP5ON HU/HUG28-2 OR HU/WUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRU56 ATTACHMENT, RESPECTIVELY, UN.0
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<br />UPLIFT CONNECTION CROSS-REFERENCE
<br />MARK
<br />SIMPSON STRONG TIE
<br />LISP MANUFACTURING, INC.
<br />0
<br />CONNECTOR
<br />CAPACITY
<br />FASTENERS
<br />CONNECTOR
<br />CAPACITY
<br />FASTENERS
<br />P
<br />SPF
<br />SYP
<br />SPF
<br />A
<br />HETA20
<br />1810
<br />9 - 10d x 11/2"
<br />HTA20
<br />1615
<br />1585
<br />10 - 10d x 1 1/2"
<br />a
<br />HEFA16
<br />1810
<br />9 - 10d x 11/2"
<br />HTA16
<br />1615
<br />1585
<br />10 - 10d x 1 1/2"
<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 1 1/2"
<br />E
<br />META20
<br />1450
<br />-
<br />8 - 10d x 11/2"
<br />KTA20-18
<br />1400
<br />1400
<br />10 - 10d x 1 1/2"
<br />F
<br />HHETA20
<br />2235
<br />11 - 10d x 1 1/2"
<br />-
<br />-
<br />G
<br />HIOA
<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 />KTT4
<br />3610
<br />3105
<br />5/8" ANCH. (18) 10d x 1 1/2"
<br />HTT4
<br />2715
<br />-
<br />5/8" ANCH. I 10d x 1 1/2"
<br />I
<br />HTTS
<br />4350
<br />3740
<br />5/8" ANCH. (26) 10d x 11/2"
<br />HITS
<br />3225
<br />5/8"ANCH. / (28) 10d x 11/2"
<br />K
<br />HD38 -
<br />3130
<br />3050
<br />5/8' DIA. BOLTS
<br />TDX2-TZ
<br />2345
<br />2 - 5/8- DIA. BOLTS
<br />L
<br />HD56 -
<br />4505
<br />3785
<br />5/8" ANCH. 3/lr STUD BOLTS
<br />TDX6
<br />5320
<br />2 - 718' DIA. BOLTS
<br />M
<br />HD78 *
<br />6645
<br />5650
<br />1 7/8" ARCH. 3/4" STUD BOLTS
<br />TDXIO
<br />7845
<br />4 - 7/8" DIA BOLTS
<br />N
<br />LUS26
<br />1165/1070
<br />ID05/915
<br />8 - 10d x 3"
<br />JUS26
<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 />1720/3125
<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 1 1/2"
<br />MTW12
<br />1195
<br />1005
<br />14 - lDd 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 1 1/2"
<br />_T
<br />MTS20
<br />1000
<br />860
<br />14 - 10d x 11/2".
<br />MTW20
<br />1 1195
<br />14 - 10d x 11/2"
<br />U
<br />MGT/MUGT
<br />3965
<br />3330
<br />22 - 10d x (1) 5/8" ATR Wj 12" EMBED W1 SIMPSON "SEr EPDXY
<br />V
<br />LGT2
<br />2150
<br />1850
<br />(16) 16d SINKERS
<br />(7) 1/1V x 2 1/4� TrrENs
<br />LUIGT2
<br />isso
<br />isio
<br />(16) 10d NAILS &
<br />(5) 1/4" x 3" WEDGE BOLTS
<br />HTS 1
<br />1450
<br />1245
<br />4 - 10d x 1 1/2"
<br />HTW20
<br />1530
<br />1285
<br />24 - 10d x 1 1/2"
<br />SPI
<br />585
<br />535
<br />10 - 10d
<br />SPT22
<br />685
<br />-
<br />8- 10d
<br />SP2
<br />1065
<br />605
<br />12 - 10d
<br />SPT24
<br />1030
<br />12 - 10d
<br />HCP2
<br />645
<br />55S
<br />12 - 10d x 11/2"
<br />t
<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 />LOAD$:
<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 />1-8-0 CLEAR GAP BETWEEN (5) TRU55E5 6")
<br />(o 9) FASTEN EACH (5) TRU55 WEB TO EACH (A) TRU55 TOP CHORD AT EVERY
<br />INTERSECTING POINT SHOWN ON THE PIP TRU55 SYSTEM BELOW. FASTEN TOP
<br />CHORDS OF EACH (5) TRUSS TO TPE TOP CHORDS OF (A) TRJ55E5 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) TIRU65 TO
<br />TOP CHORD OF CARRIER TIRU55 WITH THE SAME SPECIFIED COMMON NAILS OR FUN I (OR 2 PLY CARRIER
<br />Wl x r
<br />Dr
<br />NAILS AT 48" OC 4). W1 2x CONT. LEDGER
<br />IN LIEU OF PREFABRICATED HIP PLANING TRU55E5, (B) 2x4 5YP NO. 2 OR NO, 2 PT
<br />STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS
<br />DEFINED FOR PIP PLANING TRU55E5 RI.
<br />STICK FRAMING SPLICING 15 ALLOWED BETWEEN TIRU55E5 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 54" ON A HORIZONTAL PROJECTION.
<br />NOTE: 5EE 5HEET D-I FOR ROOF FRAMING DETAIL6
<br />NOTES:
<br />1. (2)12d TOENAILS EACH 61DE OF FLOOR TRU55 TO WALL OR BEAM
<br />BELOW TYP. AT INT. BEARING U.N.O.
<br />/—A\
<br />4 ALL TRJ55 TO MA50NRY 5TRAP5 TO BE \fy U.N.O.
<br />/;7\
<br />0 ALL TW55 To FRAME 5TRAP5 TO BE \.2./ UN.O�
<br />I OR 2 FLY
<br />CARRIER
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<br />ROOF FRAMING PLAN - B
<br />SCALE: 1/4" : I'-V
<br />2-0-0 MAXIMUM 5PACING ON VERTICAL5 OF (5) TRU55E5
<br />DAVIS BEWS
<br />DESIGN GROVP
<br />150 STATE STREET EAST
<br />OLDN"M;L, R.OMA W77
<br />813. 925.1300 Tr=L
<br />813. 925. 1800 FAX
<br />WWWDAVISBEW&COM
<br />TAIVWA e E:*7NJ\lER_
<br />EST. 19"
<br />f NJ
<br />N62FIll lin
<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 />ANDREWJ. MEISHEID, P.E. #83217
<br />I 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 BEAR NG 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 1/16/2019
<br />VERSION NO.
<br />loo
<br />SHEET NO.
<br />/m2
<br />DAVIS BEWS
<br />DESIGN GROVP
<br />150 STATE STREET EAST
<br />OLDN"M;L, R.OMA W77
<br />813. 925.1300 Tr=L
<br />813. 925. 1800 FAX
<br />WWWDAVISBEW&COM
<br />TAIVWA e E:*7NJ\lER_
<br />EST. 19"
<br />f NJ
<br />N62FIll lin
<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 />ANDREWJ. MEISHEID, P.E. #83217
<br />I 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 BEAR NG 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 />DATE 1/16/2019
<br />VERSION NO.
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<br />SHEET NO.
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