|
CONNECTOR SCHEDULE I CONTROL DATE:01-05-(T
<br />SIMPSON
<br />USP
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META-16
<br />1450
<br />HTA 16-10
<br />1625
<br />(8)10d x 11/2' 1-PLY, (6) 16d 2-PLY, (USP: (10) 10d X 1 1/2, - NO 16d OPTION)
<br />(2) META-16
<br />M85
<br />(2) HTA 16-I0
<br />2000
<br />(10) 10d x 1 1/Y I -PLY, (USP: (10) I0d x 1 12')
<br />2515
<br />(14) 16d 2-PLY (USP: NO 16d OPTION)
<br />HETA-16
<br />1810
<br />HTA 16
<br />ISlO
<br />(5) 10d x 1 12' I -PLY, (5) 10d 2-PLY USP, (10) 10d x 1 12% NO I&d OPTION
<br />HETA-20
<br />1810
<br />HTA 20
<br />1810
<br />(9) 10d x 1 12' I -PLY, (8) Ibd 2-PLY USP: (10) 10d x 1 12'. NO 16d OPTION
<br />>_
<br />w
<br />Z
<br />(2) HETA-20
<br />2035
<br />(2)HTA-20
<br />3230
<br />(10) 10d x 1 12' I -PLY USP, (10) 10d x 1 12'
<br />2500
<br />(12) Ibd 2-PLY (USP: NO 16d OPTION)
<br />O
<br />LGT-2
<br />2150
<br />LUGT-2
<br />15W
<br />(U - 114' x 2 114' TITEN, 2 (USP: BLK (5) 1/4' WB, WOOD (16) 10d
<br />U)
<br />DETAL-20
<br />2480
<br />DHTA-20
<br />2430
<br />(10) - 10d x I I2, I PLY
<br />MGT
<br />3965
<br />MIGT
<br />4115
<br />(U 5/6' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD)
<br />HGT-2
<br />10580
<br />HUGT-2
<br />91W
<br />(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) 10d TO WOOD (USP: WOOD (0) 10d)
<br />HGT-3
<br />10530
<br />HUGT-3
<br />9860
<br />(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) Wd TO WOOD (USP: WOOD (8) 10d)
<br />LGT3-SO825
<br />32S5
<br />LUGT-3
<br />3525
<br />(12) SDS I/4'x3' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W82W
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1510
<br />(10) 10d x 1-12' (USP: (10) 10d x 1 12'
<br />VGT
<br />4S40
<br />NO USP CONVERSION FOR SIMP80N VGT
<br />(I) 5/8' ATR IN HIGH STRENGTH EPDXY (MIK 12' EMBED), (Ir.)-SIDS 1/4'X3' TO WOOD
<br />(2) VGT
<br />lies
<br />NO USP CONVERSION FOR SIMP50N (2) VGT)
<br />(2) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SD5 1/4'X3' / 2 PLY
<br />MTS-12
<br />1000
<br />MTW 12
<br />1195
<br />(14) 10d x 1 12' (USP: (14) 10d x 1 I2% (14) 10d)
<br />HT5-I6
<br />ISO
<br />HTW 16
<br />1260
<br />(16) 10d x 112' (USP: (16) 10d x 1 1/2', (16) 10d)
<br />NTS-20
<br />1450
<br />HTW 20
<br />1530
<br />(24) 10d x I I2' (USP: (24) 10d x 1 12', (20) 10d)
<br />WTS-24
<br />Mw
<br />HTW 24
<br />15"
<br />(24) 10d x 1 12' (USP: (24) 10d x 112', (20) 10d)
<br />LSTA-12 «
<br />925
<br />LSTA 12
<br />530
<br />(10) 10d UBP: (10) I0d
<br />LSTA-18 +.
<br />1235
<br />LSTA B
<br />1235
<br />04) 10d USP: (14) 10d
<br />M5TA-18 +
<br />1315
<br />MSTA-15
<br />1310
<br />04) 101d USP, (14) 10d
<br />N
<br />M5TA-24 +
<br />1640
<br />MSTA-24
<br />1640
<br />(18) IOd USP, (18) I0d
<br />d.
<br />MSTA-30 .+
<br />2050
<br />MSTA-30
<br />2065
<br />(22) 10d USP: (22) 10d
<br /><
<br />MSTA-36 •
<br />2050
<br />MSTA-36
<br />2065
<br />(26)10d USP: (26)10d
<br />I—
<br />MSTI-36
<br />3800
<br />KSTI 236
<br />3890
<br />(36) 10d x 1 I/2' USP: (36) 10d x 1 12'
<br />V)
<br />MSTI-48
<br />5065
<br />KTSI 248
<br />5140
<br />(49) IOd x 1 12' USP: (48) 10d x 1 12'
<br />H6
<br />950
<br />LFTA 6
<br />1210
<br />(8) Sd TO PLATES, (8) Sd TO STUDS (USP: 06) Sd x 1 12', (16) 8d)
<br />SP4
<br />see
<br />SPT 4
<br />545
<br />(6) IOd x 1 12' TO STUDS USP: (6) Od x 1 12' TO STUDS
<br />A34
<br />355
<br />MP 34
<br />300
<br />(4) Sd x 112' TO BEAM, (4) Sd a 1 I/2' TO POST. USP: (4) Sd x 1 12' TO BEAM, (4) 8d x 1 12' TO POST.
<br />HCP2
<br />645
<br />14HCP 2
<br />S00
<br />(12) 10d x 1 12' USP: (10) 10d x 1 12' TO TRUSS, (10) 10d X 1 1/2' TO PLATE
<br />I410A
<br />1140
<br />RT 16A
<br />1380
<br />(IB) 10d x 1 12' USP: (9) 1Od x 1 1/2' TO TRUSS, (8) 10d X 1 12' TO PLATE
<br />VGT 4 HDU4
<br />4940
<br />PHO 4A
<br />5215
<br />06)-808 1/4'x3' TO WOOD, (10)-808 I/4'x2 12' W/ THREADED ROD, (2) NUTS/WASHER2 PLY
<br />USP: 5/8' ATR MIN. l' EMBED SET IN HIGH STRENGTH EPDXY, (10) W53 WOOD SCREWS
<br />VGT N HD115
<br />4940
<br />TDX 10
<br />10140
<br />(16)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSAUASHER2PLY
<br />USP: 1/0' ATR MIN. 1' EMBED SET M HIGH STRENGTH EPDXY (4) 1/0' THRIJ-BOLTS
<br />ABU 44Z
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(1) 5/8' A.T.R. M HIGH STRENGTH EPDXY, (MIK 1' EMBED.) IN CONC, (12) 16d TO WOOD USP: SAME AS SIMPSON
<br />ABU 66Z
<br />2300
<br />12000
<br />PAU 66
<br />23W
<br />16005
<br />(U 5/8' ATR IN HKeH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12A6d TO WOOD USP; SAME AS SIMPSON
<br />N
<br />LTTI9 «
<br />L-40
<br />LTS 19
<br />1205
<br />(U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.J IN CONC, (SAOd TO WOOD USP, SAME AS SIMPSON
<br />Q
<br />O
<br />=
<br />LTT20B +«
<br />B00
<br />LT8 2015
<br />1105
<br />(U 12' A.TR IN HIGH STRENGTH EPDXY, (MIK 1' EMBED,) IN CONC., (10.Y0d TO WOOD
<br />USP, 3/4' ATR MIN l' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 112', 2-12'
<br />U
<br />Z
<br />HTT4
<br />4455
<br />HTT45
<br />4160
<br />(1) 5/6' A.TR IN HIGH STRENGTH EPDXY (MM. 1' EMBED) IN CONC, (18) 8 010 X 1 12' (USP: (20) *d X 2-12')
<br />USP HAS MORE NAIL OPTIONS: (20) IOd, (20) 10d x 1-12', (20) I6d x 2 12'
<br />Q
<br />HTT5
<br />Sow
<br />14TT45
<br />5005
<br />(1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIK l' EMBED) IN CONG. <I6) 16d X 2 12' CUSP, l20) 16d X 2-12')
<br />USP HAS MORE NAIL OPTIONS: (28) 10d, (28)10d x 1-12', (20) 16d x 2 1/2'
<br />HHDQII-SDS 2S.
<br />11010
<br />UPHD 11
<br />14395
<br />(U 1' ATR M HIGH STRENGTH EPDXY, (MIK IV EMBED.) IN CONC, (24) 906 Y.• x TYi' WOOD SCIaWS (USP: (24) WS3 WOOD SCREWS)
<br />HDIB
<br />6645
<br />TDX 10
<br />10140
<br />(1)1/8' AB. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN C X4C, (3) 3/4' STUD BOLTS TO WOOD (USP: (4)1/8' BOLTS)
<br />V)
<br />MB 4A 356/1125
<br />3415
<br />5330
<br />NFM35X12U
<br />2590
<br />1130
<br />SIMPSON! (I) 3/4' ATR INHIGH STRENGTH EPDXY, (MIN.6.15' EMBEDMENT) INCML. TOP, (V 3/4'
<br />ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CML. FACE, (ISACd TO BEAM
<br />USP: (1) 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF OONC W/ 3/4' DIA ITW
<br />RAMSETAREDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />(14) 101d AT JOIST
<br />w
<br />L•.1
<br />V'
<br />HUSC412 (WOOD)
<br />3635
<br />2660 (FLRI
<br />HU84121F
<br />3060
<br />2110 (FLR)
<br />(10) 16d TO HEADER (10) Ibd TO WOOD USP, SAME A9 SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />HUC410 (CM)
<br />IBM
<br />4920
<br />W0410 IF
<br />1305
<br />5000
<br />(16) 1/4' x 2-3/4' THEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (I8) 1/4' x X W83 SCREWS, (10) 10d TO WOOD,
<br />USP (20) 3AW TAPPER.. (10) Wd TO WOOD
<br />=
<br />HUC210-2 (CMJ)
<br />1800
<br />5085
<br />HD210-21F
<br />1305
<br />5000
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP, (18) 1/4' x X WS3 SCREWS, (10) 10d TO WOOD.
<br />USP (20) 3AW TAPPER., (10) 10d TO WOOD
<br />HUC210-3 (CM)
<br />1800
<br />5005
<br />H0210-31F
<br />BOB
<br />5000
<br />(1W 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CM, (W) Wd TO WOOD, (USP: (IB) 1/4' x 3' W83 SCREWS, (10) 10d TO WOOD.
<br />USP (20) 3116' TAP -PER., (10) 10d TO WOOD
<br />LGUM26-2-SIDS,
<br />1430
<br />55W
<br />1
<br />LCAR 126-2
<br />2125
<br />6065
<br />e4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CM, (4) 1/4' X 2 12' SDB SCREWS TO WOOD,
<br />USP (4) Ai' X 4' WEDGE BOLT-1 WS3 WOODSCREWS
<br />HIGH STRENGTH EPDXY • SIM -SON '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 GRATER THAN l' DEEP, THE VERTICAL CELL IN CML. WALL MUST BE FILLED SOLID w/ GROUT.
<br />.. I0d 00I'9'ION NAILS CAN BE SUBSTITUTED WITH 104:1 x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION
<br />PRIOR TO INSTALLATION.
<br />.. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5% MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
<br />W
<br />I—
<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 MST 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 CONNECTOR5, USE FASTENERS GALVANIZED PER ASTM-AI53
<br />USE 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 VOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-14I.RCAG16, AND ANCHORING 1 FASTENING SYSTEMS FOR CONCRETE N MASONRY
<br />CATALOG C-SA5-2012 N USP STRUCTURAL CONNECTORS 20115-2016.
<br />HEADEK SWAIN CHAK Y
<br />SINGLE 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'-0' 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 />V-0' TO W-4'
<br />DBL 2 x 10
<br />V-4' TO 8'-O'
<br />DBL 2 x 12
<br />W-O' AND OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL AND HEADER
<br />STUD RE
<br />UIREMENTS
<br />MAXIMUM HEADER SPAN eft.)
<br />UP TO
<br />5'-O' TO
<br />81-0.
<br />UN.O.
<br />4'-II 1/2
<br />I l'-II 12'
<br />AND UP
<br />NUMBER OF HEADER STUDS
<br />SUPPORTING END OF HEADER
<br />1
<br />2
<br />3
<br />NUMBER OF FULL LENGTH STUDS
<br />2
<br />AT EACH END OF HEADER
<br />I
<br />3
<br />2 x 12
<br />(-2 SYP)
<br />1/I6' OSB
<br />NAIL (3) 12d
<br />TYP. 2x12 BM./HDR.
<br />I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.
<br />2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
<br />• TRUSS TO MASONRY/CONCRETE SHALL BE META-16
<br />• FLOOR TRUSS 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 B 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 />8.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
<br />COMPARTMENT PER 5TH ED, 2014 FBC RESIDENTIAL -SECTION R302.12.
<br />'.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />6
<br />GrM i gn
<br />c.
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX 407-7744078
<br />www.abdesigngroup.com
<br />L AA d: 0003325
<br />W
<br />W
<br />0
<br />h
<br />4
<br />u64-,
<br />a unDIV. to L09i
<br />SILVERADO
<br />LOT 45
<br />BLK 6�: PROJW
<br />04128.000-04561
<br />][ODmLc
<br />4EBB
<br />1828— CALI"
<br />GARAGM a1wIN4s:
<br />RIGHT
<br />PAGE:
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />D 10/19/17
<br />BCAIM 1/4"=1'-0"
<br />slmw
<br />4.1
<br />
|