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CONNECTOR SCHEDULE ICONTROL DATE: 01-01-15
<br />SIMPSON
<br />USP
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META -lb
<br />1450
<br />HTA 16-18
<br />1400
<br />(1) 10d x 11/2' 1-PLY, (6) Ibd 2-PLY, (USP: (10) 10d X 1 1/2, - NO lbd OPTION)
<br />(2)META-16
<br />1985
<br />(2) HTA 16-I8
<br />2800
<br />d
<br />(10) 10x 1 12' I -PLY, (USP: (10) 10d x 1 1/2')
<br />15W
<br />(14) 16d 2-PLY (USP: NO Ibd OPTION)
<br />HETA-16
<br />1810
<br />HTA 16
<br />1615
<br />(9) 10d x 1 12' I -PLY, (8) Ibd 2-PLY USP: (10) 10d x 1 12', NO Ibd OPTION
<br />WETA-20
<br />laic
<br />HTA 20
<br />*15
<br />(9) 10d x 1 1/2' I -PLY, (8) 16d 2-PLY USP: (10) 10d x 1 12', NO Ibd OPTION
<br />}
<br />Z
<br />(2) HETA-20
<br />2035
<br />(2) HTA-20
<br />3110
<br />(10) 10d x 11/2' I -PLY USP: (10) 10d x 1 12'
<br />2500
<br />(12) 16d 2-PLY (USP: NO Ibd OPTION)
<br />O
<br />LGT-2
<br />2150
<br />LUGT-2
<br />MIS
<br />(1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: MILK (5) 114' W5, WOOD (l6) 10d
<br />in
<br />DETAIL-20
<br />24E0
<br />NO USP CONVERSION FOR SIMPSON DETAL-20
<br />(18) - 10d x I IPl, 1 PLY
<br />MGT
<br />3065
<br />M GT
<br />40M
<br />(U 5/8' A.T.R. IN HIGH 5TRENGTFI EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 101d TO WOOD)
<br />HGT-2
<br />10980
<br />14UGT-2
<br />9365
<br />(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD (8) 10d)
<br />HGT-3 .
<br />10530
<br />HUGT-3
<br />9365
<br />(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (W ) 10d TO WOOD (USP: WOOD (8) 101d)
<br />LGT3-SD625
<br />3286
<br />LUGT-3
<br />5330
<br />(12) SOS I/4'x2 I/2' TO GIRDER, (4) 3/8' x W TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W925
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1425 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1555
<br />(10) 10d x 1-1/2' (USP: (10) 10d x 1 1/2'
<br />VGT
<br />4940
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SDS 1/4'X3' TO WOOD
<br />(2) VGT
<br />1185
<br />NO USP CONVERSION FOR 51MPSON (2) VGT)
<br />(2) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-905 1/4'XV 12 PLY
<br />MTS-12
<br />1000
<br />MTW 12
<br />15%
<br />(14) 10d x 1 1/2' (USP: (14) 10d x 1 1/2', (4) 10d)
<br />HT5-16
<br />1150
<br />HTW 16
<br />1660
<br />(16) led x 1 1/2' (USP: (16) 10d x 1 1/2', (I6) 10d)
<br />HTS-20
<br />1450
<br />HTW 20
<br />2045
<br />(24) 10d x 1 12' (USP: (24) 10,1 x 1 12', (20) 10d)
<br />HTS-24
<br />1450
<br />HTW 24
<br />2045
<br />(24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 10d)
<br />LSTA-12 +
<br />925
<br />LSTA 12
<br />910
<br />00)10.1 USP: (10) l0d
<br />LSTA-16 •.
<br />1235
<br />LSTA 18
<br />1360
<br />(14) 10d USP: (14) 10d
<br />MSTA-15 ••
<br />1315
<br />MSTA-18
<br />1315
<br />(14)10d USP: (14) 10d
<br />N
<br />M5TA-24 .
<br />1640
<br />MSTA-24
<br />1150
<br />(I8) 10d USP: (10) 10d
<br />d
<br />MSTA-30 ++
<br />2050
<br />MSTA-30
<br />2140
<br />(22) 10d USP: (22) 10d
<br /><
<br />MSTA-36 .
<br />2050
<br />MSTA-36
<br />2525
<br />(2b)10d U9P: (26)10d
<br />MSTI-36
<br />3800
<br />KSTI 236
<br />3090
<br />(36) 10d x 1 12' USP: (3(b) 10d x 1 1/2'
<br />N
<br />MSTI-48
<br />5065
<br />KTSI 248
<br />4250
<br />(48) 106 x 1 1/2' USP: (48) 10d x 1 12'
<br />H6
<br />950
<br />LFTA 6
<br />1595
<br />(8) ad TO PLATES, (8) ad TO STUDS CUSP: (16) ad x 1 12', (16) Sd)
<br />SP4
<br />885
<br />5PT 4
<br />945
<br />(6) 10d x 1 12' TO STUDS USP: (b) 104d x 1 1/2' TO STUDS
<br />A34
<br />3%
<br />MP 34
<br />410
<br />(4) 8d x 1 12' TO BEAM, (4) 8d x 1 12' TO POST. USP: (4) 8d x 1 12' TO BEAM, (4) 8d x 1 12' TO POST.
<br />HCP2
<br />645
<br />HHCP 2
<br />1010
<br />(12) 10d x 1 12' USP: (10) 10d x 1 12' TO TRUSS, (10) Od X 1 12' TO PLATE
<br />1410A
<br />1340
<br />RT 16A
<br />2180
<br />(18) 10d x 1 12' USP: (9) 10d x 1 12' TO TRUSS, (0) 10d X 1 12' TO PLATE
<br />VGT < HDU4
<br />4%5
<br />PND 4A
<br />4535
<br />(16)-SDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 12' W/ THREADED ROD, (2) NUTSNIASHER2 PLY
<br />USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
<br />VGT t HD15
<br />4540
<br />TDX 10
<br />5110
<br />d&)-SIDS 1/4':3' TO WOOD, (W-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSNIASHER2PLY
<br />USP: VV ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS
<br />ABU 44
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC., (12) 16d TO WOOD USP: SAME AS SIMPSON
<br />ABU 66
<br />2300
<br />12000
<br />PAU 66
<br />2535
<br />13815
<br />(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (12)lbd TO WOOD USP: SAME AS SIMPSON
<br />N
<br />LTTI9 ++
<br />1340
<br />LTS 19
<br />1205
<br />(I) 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (bAOd TO WOOD USP: SAME AS SIMPSON
<br />O
<br />LTT20B «+
<br />1500
<br />LT9 2cB
<br />1105
<br />() I2' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (10N0d TO WOOD
<br />USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2-12'
<br />O
<br />Htt4
<br />4455
<br />HTT4
<br />4465
<br />(U 5/8'ATR INHIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONC„ (18) OD-10 X I 1/2' (USP: (20) 16d X 2-1/2')Z USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1- 1/2', (20) Ibd x 2 12'
<br />Q
<br />HTT5
<br />BOW
<br />HTT5
<br />5430
<br />(Il 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG, (26) Ibd X 2 12' (USP: (20) Ibd X 2-I2')
<br />USP WAS MORE NAIL OPTIONS: (28) 10d, (28) 1Od x 1-12', (20) Ibd x 2 12'
<br />HHDQII-SDS 25+
<br />11010
<br />UPHD 11
<br />12090
<br />(U 1' A.TR IN NIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC, (24) SDS i:' z 7JS' WOOD SCREWS (USP: (24l WW1 WOOD SCREWS)
<br />HD15
<br />6645
<br />TOX 10
<br />5110
<br />(I) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
<br />(n
<br />MBHA 356/1125
<br />3415
<br />5330
<br />NFM35X12U
<br />3165
<br />1130
<br />SIMPSON, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. TOP, (1) 3/4,
<br />A.T.R. IN HIGH STRENGTH EPDXY, IMIN. ( .15' EMBEDMENT) IN CMU. FACE, (18)10d TO BEAM
<br />USP: (1) 12' J-BOLT W/ MINIMUM 6: EMBED. ) NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />(14) 10d AT JOIST
<br />w
<br />O'
<br />HUSC412 (WOOD)
<br />3635
<br />2660 (FLR)
<br />HUS4121F
<br />3060
<br />2530 (FLR)
<br />(10) 1641 TO HEADER, (10) 16d TO WOOD USP: SAME AS SIMPSON
<br />3265 (ROOF)
<br />3225 (ROOF)
<br />QHUC410
<br />(CMU)
<br />1810
<br />5095
<br />HD410 IF
<br />ISM
<br />3115
<br />OW 114' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD, (USP: (18) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD.
<br />=
<br />HUC210-2 (CMU)
<br />1810
<br />5085
<br />FID210-21F
<br />1905
<br />3115
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLNG AE) TO CMU, (10) 10d TO WOOD: (USP: CIS) 1/4' x 3' WS3 SCREWS, (10)10d TO WOOD
<br />HUC210-3 (CMU)
<br />1810
<br />4000
<br />HD210-31F
<br />1905
<br />3115
<br />(18) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD
<br />LGUM26-2-SDS
<br />1430
<br />SSWNO
<br />USP CONVERSION FOR SIMPSON LGUM26-2-SDS
<br />(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SDS SCREWS TO WOOD
<br />HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
<br />ANCHORING SYSTEMS.
<br />• WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMU. WALL MUST BE FILLED SOLID w/ GROUT.
<br />++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONWJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. MITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION
<br />PRIOR TO INSTALLATION.
<br />L
<br />++ MINIMUM EMBEDMENT INTO THE TOP OF A MOND15EAM WILL BE 5', MIN".M EMBEDMENT INTO THE FOUNDATION WILL BE l'
<br />LLI
<br />1—
<br />O
<br />A.T.R. . A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC, VARIES)
<br />Z
<br />BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
<br />IS USED.
<br />WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53
<br />IUSE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
<br />ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-FIW09, AND ANCHORING / FASTENING SYSTEMS FOR CONCRETE i MASONRY CATALOG
<br />C-SAS-200.
<br />SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3
<br />HEADER SPAN CHART
<br />91NGLE STORY APPLICATION
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x 6
<br />UP TO 5'-4'
<br />DBL 2 x 8
<br />5'-4' TO 1'-0'
<br />DBL 2 x 10
<br />1'-0' TO 10'-0'
<br />DBL 2 x 12
<br />10'-O' AND OVER
<br />TWO STORY APPLICATION DOWN STAIRS
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x 6
<br />UP TO 5'-0'
<br />DBL 2 x 8
<br />5'-0' TO 6'-4'
<br />DBL 2 x 10
<br />V-4' TO V-0'
<br />DBL 2 x 12
<br />8'-0' AND OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL AND HEADER
<br />STUD RE
<br />UIREMENTS
<br />MAXIMUM HEADER SPAN (ft.)
<br />UP TO
<br />5'-0' TO
<br />8'_0'
<br />UNO.
<br />4'-II I2'
<br />1 1'-II 1/2'
<br />AND UP
<br />NUMBER OF HEADER STUDS
<br />SUPPORTING END OF HEADER
<br />1
<br />2
<br />3
<br />NUMBF FULL LENGTH STUDS
<br />ER
<br />OGN
<br />2
<br />AT EAEND OF HEADER
<br />I
<br />3
<br />F(2 x 12
<br />'2 SYP)
<br />l/16' OSB
<br />NAIL (3) 12d 9 &'-8' O.C.
<br />I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, UN.O.
<br />2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
<br />TRUSS TO MASONRY/CONCRETE SHALL BE META-16
<br />FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
<br />END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
<br />+ TRUSS TO WOOD FRAMING SHALL BE MTS-12
<br />3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
<br />TRUSS MANUFACTURER
<br />4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
<br />PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES,
<br />5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
<br />STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN
<br />6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES 6 EA.
<br />END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
<br />1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
<br />S,PROvIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
<br />COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12,
<br />9.REFER TO DETAIL 6 SHEET D5 FOR 1-5TORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />A R C N I T R C T 8
<br />6
<br />Design
<br />Gr u ,!
<br />141 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774.6078
<br />FAX: 407-7744078
<br />www.abdeslgngroup.(*m
<br />AA #: 0003325
<br />ti
<br />4
<br />W
<br />0
<br />F
<br />V
<br />y
<br />4
<br />F
<br />z
<br />[GARAGE
<br />L 1mm de LOTSILVERADO
<br />LOT #23
<br />BLK #1
<br />ROJECT
<br />4128.0--23001
<br />ODEL,
<br />4EBB
<br />1828-CALI"
<br />WVfMG:
<br />LEFT
<br />PAGE:
<br />CONNECTOR
<br />SCHEDULE
<br />PRIM 11/3/16
<br />SCALE: 1 /4"=1'- 0"
<br />wirmw
<br />4.1
<br />
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